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Home My WebLink AboutAGENDA REPORT 2021 1006 CCSA REG ITEM 09B SUPPLEMENTAL MOORPARK CITY COUNCIL SUPPLEMENTAL AGENDA REPORT TO: Honorable City Council FROM: Daniel Kim, City Engineer/Public Works Director DATE: 10/06/2021 Regular Meeting SUBJECT: Consider Plans and Specifications (Specification No. MPK 21-03), Authorization to Advertise for Construction Bids, and Authorization to Request for Proposals for Construction Management Services for the Princeton Avenue Improvement Project (C0020) UPDATED APPENDIX I, CONSTRUCTION PLANS Staff received updated construction drawings from Stantec Consulting Services, Inc. The updated drawings include the street lighting improvement plans, minor design changes to the street improvements, and quality control updates. Attachment: Updated Appendix I, Construction Plans Item: 9.B. SUPPLEMENTAL 1 1 STREET IMPROVEMENT PLANPRINCETON AVENUE WIDENINGCITY OF MOORPARK PUBLIC WORKS DEPARTMENT TITLE SHEET PRINCETON AVENUE PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 HSIPL-5436 ATTACHMENT 2 RELOCATION PLAN PRINCETON AVENUE STA. 1+00.00 TO STA. 10+00.00 DEMOLITION AND UTILITYPUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 2 3 RELOCATION PLANPRINCETON AVENUESTA. 10+00.00 TO STA. 15+00.00DEMOLITION AND UTILITYPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6934 RELOCATION PLANPRINCETON AVENUESTA. 15+00.00 TO STA. 25+00.00DEMOLITION AND UTILITYPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6945 RELOCATION PLANPRINCETON AVENUESTA. 25+00.00 TO STA. 30+00.00DEMOLITION AND UTILITY5PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 696 RELOCATION PLANPRINCETON AVENUESTA. 30+00.00 TO ENDDEMOLITION AND UTILITY6PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 697 7 GRADING DETAILS AND LEGEND PRINCETON AVENUE PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 8 GRADING SECTIONS PRINCETON AVENUE 8 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 9 GRADING PLAN PRINCETON AVENUE STA. 1+00.00 TO STA. 10+00.00 9 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 10 GRADING PLANPRINCETON AVENUESTA. 10+00.00 TO STA. 15+00.0010PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6911 GRADING PLAN PRINCETON AVENUE STA. 15+00.00 TO STA. 25+00.00 11 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 12 GRADING PLAN PRINCETON AVENUE STA. 25+00.00 TO STA. 30+00.00 12 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 13 GRADING PLAN PRINCETON AVENUE STA. 30+00.00 TO END 13 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 14 TYPICAL STREET SECTIONS & DETAILS PRINCETON AVENUE 14 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 15 ····ACCESS ROAD & DRIVEWAY DETAILSPRINCETON AVENUE15PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6916 DRIVEWAY DETAILSPRINCETON AVENUE16PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6917 ···········STREET IMPROVEMENT PLAN PRINCETON AVENUE STA. 1+00.00 TO STA. 10+00.00 17 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 18 ·························STREET IMPROVEMENT PLAN PRINCETON AVENUE STA. 10+00.00 TO STA. 20+00.00 18 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 19 ··············STREET IMPROVEMENT PLAN PRINCETON AVENUE STA. 20+00.00 TO STA. 30+00.00 19 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 20 STREET IMPROVEMENT PLAN PRINCETON AVENUE STA. 30+00.00 TO END 20 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 21 STORM DRAIN DETAILS AND KEY MAPPRINCETON AVENUE21PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6922 STORM DRAIN IMPROVEMENT PLANPRINCETON AVENUELINES A, B, X-1, X-222PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6923 STORM DRAIN IMPROVEMENT PLANPRINCETON AVENUELINE C, LAT C-123PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6924 STORM DRAIN IMPROVEMENT PLANPRINCETON AVENUELINE D, LAT D-1, LAT D-2, LAT D-3, LAT D-424PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6925 WALL NOTESPRINCETON AVENUE”25PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 69REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTIONTYPECONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTIONREFERENCEDSTANDARDIBCREFERENCEAPPLICABLE TOWORK IN THISPLAN SET1. Inspect reinforcement, includingprestressing tendons, and verifyplacement.-XACI 318: Ch.20,25.2, 25.3,26.5.1-26.5.31908.40X2. Reinforcing bar welding:-- a. Verify weldability ofreinforcement bars other thanASTM A706;-XAWS D1.4 &ACI 318: 26.5.4-b. Inspect single-pass filletwelds, maximum 5/16" and;-X-c. Inspect all other welds.X-3. Inspect anchors cast in concrete.-X ACI 318: 17.8.2 -X4. Inspection of anchors post-installedin hardened concrete members.---a. Adhesive anchors installed inhorizontally or upwardly inclinedorientations to resist sustainedtension loads.X- ACI 318: 17.8.2.4 -Xb. Mechanical anchors andadhesive anchors not defined in4.a.-X ACI 318: 17.8.2 -X5. Verifying use of required design mix.-XACI 318: Ch. 19,26.4.3, 26.4.41904.1, 1904.2,1908.2, 1908.3X6. Prior to concrete placement,fabricate specimens for strength tests,perform slump and air content tests,and determine the temperature of theconcrete.X-ASTM C 172ASTM C 31ACI 318: 26.4.5,26.121908.10X7. Inspect concrete and shotcreteplacement for proper applicationtechniques.X- ACI 318: 26.4.51908.6, 1908.7,1908.8X8. Verify maintenance of specifiedcuring temperature and techniques.-XACI 318:26.4.7-26.4.91908.90X9. Inspect prestressed concrete for:a. Application of prestressingforces.X- ACI 318: 26.9.2.1--b. Grouting of bondedprestressing tendons.X- ACI 318: 26.9.2.310. Inspect erection of precastconcrete members.-X ACI 318: Ch. 26.8 --11. Verify in-situ concrete strength,prior to stressing of tendons inpost-tensioned concrete and prior toremoval of shores and forms frombeams and structural slabs.-X ACI 318: 26.10.2 -X12. Inspect formwork for shape,location and dimensions of theconcrete member being formed.-XACI 318:26.10.1(b)-XEXEMPT FROM SPECIAL INSPECTION:Concrete footings that support walls of buildings <=3 stories, supported on earth and design f'c is <= 2,500 psi, per CBC1705.3.2.3.TMS 402 Table 3.1.2 - LEVEL B QUALITY ASSURANCE OF MASONRY CONSTRUCTION*MINIMUM TESTS(d)Verification of Slump flow and Visual Stability Index (VSI) as delivered to the project site in accordance with Specification Article1.5 B.1.b.3 for self consolidating groutVerification of f 'm and f 'AAC in accordance with Specification Article 1.4 B prior to construction, except where specificallyexempted by this CodeMINIMUM SPECIAL INSPECTION(d)INSPECTION TASKFREQUENCY OF INSPECTION(a)APPLICABLETO WORK INTHIS PLANSETCONTINUOUS PERIODIC1. Verify compliance with the approved submittalsXX2. As masonry construction begins, verify that the following are in compliance:a. Proportions of site-prepared mortarXXb. Construction of mortar jointsXXc. Grade and size of prestressing tendons and anchoragesXd. Location of reinforcement, connectors, and prestressing tendonsand anchorages.XXe. Prestressing techniqueXf. Properties of thin-bed mortar for AAC masonry X(b) X(c)3. Prior to grouting, verify that the following are in compliance:a. Grout spaceXXb. Grade, type, and size of reinforcement and anchor bolts, andprestressing tendons, and anchoragesXXc. Placement of reinforcement, connectors, and prestressing tendonsand anchoragesXXd. Proportions of site-prepared grout and prestressing grout forbonded tendonsXXe. Construction of mortar jointsXX4. Verify during construction:a. Size and location of structural elementsXXb. Type, size, and location of anchors, including other details ofanchorage of masonry to structural members, frames, or otherconstructionXXc. Welding of reinforcementXXd. Preparation, construction and protection of masonry during coldweather (temperature below 40°F) or hot weather (temperatureabove 90°F)XXe. Application and measurement of prestressing forceXf. Placement of grout and prestressing grout for bonded tendons is incomplianceXg. Placement of AAC masonry units and construction of thin-bedmortar joints X(b) X(c)5. Observe preparation of grout specimens, mortar specimens, and/orprismsXX(a)Frequency refers to the frequency of Special Inspection, which may be continuous during the task listed or periodically during the listed task, as defined in thetable.(b) Required for the first 5000 square feet of AAC masonry.(c) Required for the first 5000 square feet of AAC masonry.(d) Special Inspection is not required for Veneer constructed in Risk Category 1, 2 or 3 in accordance with TMS 402 Section3.1.1 - Level A Quality Assurance and C-183 Part 4, Chapter 12-Veneer, other than verifying compliance with theapproved submittals.*The above table is a composite of TMS 402 Table 3.1.2, TMS 602 Table 4, and other sections of Code.REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILSTYPECONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTIONAPPLICABLE TOWORK IN THISPLAN SET1. Verify materials below shallow foundations areadequate to achieve the design bearing capacity.-XX2. Verify excavations are extended to proper depth andhave reached proper material.-XX3. Perform classification and testing of compacted fillmaterials.-XX4. Verify use of proper materials, densities, and liftthicknesses during placement and compaction ofcompacted fill.X-X5. Prior to placement of compacted fill, inspect subgradeand verify that site has been prepared properly.-XX26 WALL A AND B PLAN AND PROFILEPRINCETON AVENUEROAD STA. 1+56.63 TO STA. 10+00.0026PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6927 WALL H PLAN AND PROFILE PRINCETON AVENUE ROAD STA. 5+24.65 TO STA. 8+99.73 27 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 28 28WALL B PLAN AND PROFILEPRINCETON AVENUEROAD STA. 10+00.00 TO STA. 15+48.41PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6929 WALL C PLAN AND PROFILEPRINCETON AVENUEROAD STA. 15+76.80 TO STA. 21+96.1529PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6930 WALL G AND J PLAN AND PROFILEPRINCETON AVENUEROAD STA. 9+25.73 TO STA. 19+26.6930PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6931 WALL D, AND E PLAN AND PROFILEPRINCETON AVENUEROAD STA. 22+25.92 TO STA. 30+00.0031PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6932 WALL E PLAN AND PROFILE PRINCETON AVENUE ROAD STA. 30+00.00 TO 33+87.54 32 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 33 WALL DETAILS PRINCETON AVENUE 33 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 34 WALL DETAILSPRINCETON AVENUE34PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6935 WALL DETAILSPRINCETON AVENUE35PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6936 WALL DETAILS PRINCETON AVENUE 36 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 37 SIGNING AND STRIPING PLAN PRINCETON AVENUE STA. 1+00.00 TO STA. 20+00.00 37 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 38 SIGNING AND STRIPING PLAN PRINCETON AVENUE STA. 20+00.00 TO END 38 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 39 39TITLE SHEETKnow what'sbelow.Callbefore you dig.IN PARTNERSHIP WITHPRINCETON AVENUE WIDENINGCITY OF MOORPARK PUBLIC WORKS DEPARTMENTWATER IMPROVEMENT PLANVENTURA COUNTY WATERWORKS DISTRICT NO. 1PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 PRINCETON AVENUE69V E N TURA COUNTYWATERWORKS DI ST RICTS 40 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 PRINCETON AVENUE69V E N TURA COUNTYWATERWORKS DI ST RICTS 40SHEET INDEX, GENERAL NOTES,LIST OF ABBREVIATIONS AND LEGENDV E N TURA COUNTYWATERWORKS DI ST RICTS 41 41STA. 2+06 TO STA. 10+25PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 PRINCETON AVENUE69V E N TURA COUNTYWATERWORKS DI ST RICTS 42 STA. 10+25 TO STA. 20+00PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 PRINCETON AVENUE69V E N TURA COUNTYWATERWORKS DI ST RICTS 4243 STA. 20+00 TO STA. 29+50PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 PRINCETON AVENUE69V E N TURA COUNTYWATERWORKS DI ST RICTS 4344 44STA. 29+50 TO STA. 34+30PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 PRINCETON AVENUE69V E N TURA COUNTYWATERWORKS DI ST RICTS 45 45EROSION CONTROL DETAILS & NOTESPRINCETON AVENUEPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6946 EROSION CONTROL PLANPRINCETON AVENUESTA. 1+00.00 TO STA. 10+00.0046PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6947 EROSION CONTROL PLANPRINCETON AVENUESTA. 10+00.00 TO STA. 15+00.0047PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6948 EROSION CONTROL PLANPRINCETON AVENUESTA. 15+00.00 TO STA. 20+00.0048PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6949 EROSION CONTROL PLANPRINCETON AVENUESTA. 20+00.00 TO STA. 30+00.0049PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6950 EROSION CONTROL PLANPRINCETON AVENUESTA. 30+00.00 TO END50PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOO RP ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 6951 PRINCETON AVENUE 51 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK AHEAD CLOSED SHOULDER TEMPORARY TRAFFIC CONTROL PLAN CALTRANS ROW TCP OPTION 1 PHASE 1 52 TEMPORARY TRAFFIC CONTROL PLAN PRINCETON AVENUE CALTRANS ROW 52 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 END ROAD WORK ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK AHEAD END ROAD WORK TCP OPTION 1 PHASE 2 53 PRINCETON AVENUE 53 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 ROAD WORK AHEAD ROAD AHEAD ONE LANE CLOSED LANE ROAD WORK AHEAD ROAD AHEAD ONE LANE END ROAD WORK END ROAD WORK CLOSED LANE CLOSED LANE CLOSED LANE CLOSED LANE CLOSED LANE ROAD WORK AHEAD TEMPORARY TRAFFIC CONTROL PLAN CALTRANS ROW TCP OPTION 2 54 PRINCETON AVENUE 54 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 TEMPORARY TRAFFIC CONTROL PLAN CALTRANS ROW TCP OPTION 3 END DETOUR DETOUR DETOUR DETOUR DETOUR DETOUR DETOUR DETOUR END DETOUR DETOUR DETOUR DETOUR 55 PRINCETON AVENUE 55 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIFORNIAINCOR P ORATED J U L Y 1198369 TEMPORARY TRAFFIC CONTROL PLAN CALTRANS ROW TCP OPTION 3 DETOUR ROAD CLOSED ROAD WORK AHEAD ROAD CLOSED AHEAD DETOUR AHEAD DETOUR ROAD CLOSED THRU TRAFFIC ROAD CLOSED AHEAD ROAD WORK AHEAD ROAD WORK AHEAD TO DETOUR ROAD CLOSED DETOUR AHEAD DETOUR DETOUR AHEAD ROAD CLOSED AHEAD 56 IRRIGATION NOTES 1.IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE PROJECT MANAGER BEFORE PROCEEDING WITH THE WORK. 2.COORDINATE THE INSTALLATION OF ALL SLEEVING WITH CIVIL ENGINEER'S PLANS, ARCH. FOUNDATION PLANS, STRUCTURAL PLANS AND LANDSCAPE CONSTRUCTION PLANS. 3.PIPE SLEEVE SHALL ALLOW FOR IRRIGATION PIPING AND RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING. EXTEND NEW SLEEVES 12 INCHES BEYOND EDGE OF PAVING. ALL IRRIGATION MAINLINE CROSSINGS SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES THAT ARE A MIN. OF 2X THE DIAMETER OF THE PRESSURE PIPE. PROVIDE LOCATOR WIRE OR TAPE ALONG LENGTH OF SLEEVE. ALSO PROVIDE A SEPARATE IRRIGATION WIRE CONDUIT TAPED TO MAINLINE SLEEVE SIZED TO EASILY PULL WIRES THAT RUNS PARALLEL TO THE SLEEVE. ALL SLEEVES AND CONDUIT MUST BE PERPENDICULAR TO ROAD. 4.ALL IRRIGATION MAINLINE CROSSOVERS SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES THAT ARE IN A MIN. OF 2X THE DIAMETER OF THE PRESSURE PIPE. PROVIDE LOCATOR WIRE OR TAPE ALONG LENGTH OF SLEEVE. ALSO PROVIDE A SEPARATE IRRIGATION WIRE CONDUIT TAPED TO MAINLINE SLEEVE SIZED TO EASILY PULL WIRES THAT RUNS PARALLEL TO THE SLEEVE. ALL SLEEVES AND CONDUIT MUST BE PERPENDICULAR TO ROAD. 5.COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS, INCLUDING PIPE, WITH THE PLANTING PLAN TO AVOID INTERFERING WITH THE PLANTING. 6.CONTRACTOR SHALL TEST PRESSURE PRIOR TO CONSTRUCTION. IF PRESSURE IS LESS THAN 80 PSI, NOTIFY THE PROJECT MANAGER PRIOR TO CONSTRUCTION. 7.IRRIGATION DRAWINGS ARE DIAGRAMMATIC. LOCATE MAIN LINE AS DIRECTED PER PLAN. LOCATE NEW PIPELINES, VALVES AND EQUIPMENT IN PLANTING AREAS WHEREVER POSSIBLE. 8.PVC SHALL BE LAID WITH CONNECTIONS HORIZONTAL, NOT VERTICAL. 9.SCHEDULE 40 PVC ONLY, NO EXCEPTIONS. 10.FOR WORK WITHIN THE LIMITS OF EXISTING TREES, HAND EXCAVATE WITHIN TREE PROTECTION ZONE. EXISTING ROOTS 2" OR GREATER IN DIAMETER SHALL REMAIN IN PLACE UNLESS REMOVAL IS APPROVED BY THE PROJECT MANAGER. 11.IRRIGATION CONTROLLER TO BE WEATHER- OR SOIL MOISTURE-BASED CONTROLLER THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. WEATHER-BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE-BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. (CA GREEN BUILDING STANDARDS CODE 4.304.1 IRRIGATION CONTROLLERS) 12.MOUNT WIRELESS RAIN SENSOR IN LOCATION NOT BLOCKED FROM RAIN BY BUILDING OVERHANG, TREES, OR OTHER OBSTRUCTIONS. 13.PRESSURE TEST ON ALL MAINLINES 4 HOURS AT 150 PSI. CALL INSPECTOR 24 HOURS PRIOR TO TEST. 14.NO IRRIGATION LINES SHALL BE PLACED UNDER ROOTBALLS OF EXISTING OR PROPOSED PLANTS. 15.PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES 16.CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR 17.A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES 18.AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION 19.A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. 20.ALL NEW SLEEVING SHALL BE INSTALLED 36" BELOW GRADE UNDER ROADWAY AND SHALL BE INSTALLED BY DIRECTIONAL BORING UNLESS OTHERWISE NOTED ON PLANS. THERE SHALL BE NO CUTTING OF PAVEMENT, CURB OR GUTTER IN THESE AREAS. 21.ALL CUTS/TRENCHING IN ASPHALT OR CONCRETE SHALL BE REPAIRED ACCORDING TO SPPWC STANDARD PLANS, LATEST EDITION. FOR CONCRETE USE SPPWC 132-3 AND FOR AC PAVING USE SPPWC 133-3 OR AS REQUIRED BY CITY ENGINEER. 22.THE CONTRACTOR SHALL ALLOW FOR MINOR RELOCATION OF BUBBLER HEADS AT HIGH AND LOW SPOTS AT NO CHARGE TO THE CITY. 23.THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL BY THE BEGINNING OF THE PLANT ESTABLISHMENT PERIOD. CITY OF MOORPARK LANDSCAPE INSPECTION REQUIREMENTS (CITY MAINTAINED AREAS) SCHEDULE: THE CITY'S LANDSCAPE REPRESENTATIVE WILL INSPECT FOR INSTALLATION COMPLIANCE WITH THE APPROVED LANDSCAPE PLANS. CONTRACTOR SHALL NOTIFY THE CITY'S LANDSCAPE REPRESENTATIVE 48 HOURS IN ADVANCE OF EACH OF THE REQUIRED INSPECTION: 1.PRESSURE TEST OF IRRIGATON MAINLINE. TO BE COMPLETED PRIOR TO BACKFILLING TRENCHES. 2.IRRIGATION COVERAGE TESTS. COVERAGE TEST SHALL BE COMPLETED PRIOR TO ANY PLANTING. 3.AFTER TREES AND SHRUBS ARE SPOTTED, BUT PRIOR TO PLANTING. 4.FINAL INSPECTION: AT THE START OF THE ONE-YEAR MAINTENANCE PERIOD. PRELIMINARY CERTIFICATE OF COMPLIANCE MAY BE GRANTED AT THIS TIME. 5.DOCUMENT SUBMITTAL: AS-BUILT PLANS, BACKFLOW ASSEMBLY CERTIFICATIONS, SOILS ANALYSIS REPORTS, FOUR (4) SETS OF CONTROLLER KEYS, LAMINATED CONTROLLER CHARTS, PRODUCT DATA AND WARRANTIES. DIGITAL PDF AND AUTOCAD FILE FORMAT OF ALL LANDSCAPE AND AS-BUILT PLANS. 60 DAYS PRIOR TO THE END OF THE MAINTENANCE PERIOD. 6.FINAL CERTIFICATION OF COMPLIANCE: AT THE END OF THE ONE-YEAR MAINTENANCE PERIOD OR AS SPECIFIED BY THE CITY'S COMMUNITY DEVELOPMENT DIRECTOR. PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE IRRIGATION NOTES & SCHEDULE LI-0.01 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I 56 IRRIGATION SCHEDULE SYMBOL DESCRIPTION MANUFACTURER MODEL GPM PSI BUBBLERS SERIES NOZZLE MODEL RADIUS 6 GPH POINT SOURCE EMITTER Hunter Industries(R)Point Source Emitters HE-60-T-IH-RISER-24-60-CV 0 ft 0.10 20 - 50 SHRUB BUBBLER Rain Bird(R)1400 Series Pressure Compensating Full-Circle Bubblers 1401 0 ft 0.25 20 - 90 MISCELLANEOUS FLOW SENSOR RAINBIRD FS150B BRASS TEE FLOW SENSOR W/ FSMLXME SMART MODULE FLUSH VALVE NA PER DETAIL PULL BOX NA PER DETAIL VALVES SERIES MODEL CONTROL VALVE Buckner Superior 950DWRW 950100DWRW 0 - 320 20 - 200 MASTER VALVE Superior 950DW Series 950200DW 0 - 320 20 - 200 GATE VALVE Nibco Gate Valve T-113 0.25 - 30 10 - 150 BACKFLOW PREVENTER Zurn-Wilkins 975XL2 - 2" QUICK COUPLER - RECLAIMED Rainbird 33-DNP PIPE TYPE NOTES MAINLINE WESTERN LASCO PVC Schedule 40 LATERAL LINE WESTERN LASCO PVC Schedule 40 SLEEVES WESTERN LASCO PVC Schedule 40 CONTROLLER MODEL ENCLOSURE CONTROLLER Rain Bird(R)ESPLXD Indoor/Outdoor POINT OF CONNECTION NOTES POINT OF CONNECTION NEW 2" WATER METER, PER WATER DISTRICT **CONTRACTOR TO INSTALL MANUFACTURER LISTED EQUIPMENT OR APPROVED EQUAL PB F POC CC APPROVED CITY OF MOORPARK THESE PLANS HAVE BEEN REVIEWED AND FOUND TO BE IN COMPLIANCE WITH RELEVANT SECTIONS OF THE MOORPARK MUNICIPAL CODE. LANDSCAPING AND IRRIGATION SHALL BE INSTALLED ON THE SUBJECT PROPERTY SUBSTANTIALLY AS SHOWN HEREIN. APPROVED BY: COMMUNITY DEVELOPMENT DIRECTOR 57 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE IRRIGATION CALCULATIONS LI-0.02 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I WATER EFFICIENT LANDSCAPE WORKSHEET PROJECT NAME:Princeton Avenue PROJECT TYPE:Commercial PROJECT LOCATION:Moorpark, CA REFERENCE ETo:51.0 TOTAL IRRIGATED LANDSCAPE AREA:44,317 sf Maxium Applied Water Allowance (MAWA) MAWA = (ETo) (0.62) [ (ETAF x LA) + ((1 - ETAF) x SLA) ] MAWA= Maximum Applied Water Allowance ETo = Reference Evapotranspiration (inches per year) 0.62 = Conversion factor (to gallons per square foot) ETAF = Evapotranspiration Adjustment Factor = 0.45 for Non-residential Areas LA = Landscaped Area including SLA (sq ft) SLA = Portion of Landsape Area identified as Special Landscape Area - see Definitions (square feet) Applicant to fill in boxes below: 44,317 Irrigated Landscape Area including Special Landscape Area/SLA (square feet) 0 Portion of Landscape Area identified as Special Landscape Area (square feet) ETo ETAF AREA (sf)Conversion MAWA MAWA for Total LA 51.0 x 0.45 x 44,317 x 0.62 630,592 MAWA for SLA*51.0 x 0.55 x 0 x 0.62 0 Total MAWA 630,592 (gallons per year) Estimated Total Water Use (ETWU)ETAF Calculations ETWU = (ETo) (0.62) [ (PF x HA) / IE + SLA) ]Regular Landscape Areas Total ETAF x Area 13,180 ETWU = Estimated Total Water Use Total Area 44,317 ETo = Reference Evapotranspiration (inches per year)Average ETAF 0.30 0.62 = Conversion factor (to gallons per square foot) PF = Plant Factor from WUCOLS (see Table A)All Landscape Areas HA = Hydrozone Area (square feet)Total ETAF X Area 13,180 IE = Irrigation Efficiency (see Table B)Total Area 44,317 SLA - Portion of Landsape Area identified as Special Landscape Area - see Definitions (square feet)Sitewide ETAF 0.30 Average ETAF meets requirement for this site type. ETWU arrived from Hydrozone Table below =416,748 gallons per year ETWU meets MAWA requirement. HYDROZONE TABLE hydrozone plant water use plant factor (PF) irrigation method irrigation efficiency (IE)ETAF (PF/IE) hydrozone area (HA) (sf) ETAF X Area % of landscape area Hydrozone ETWU REGULAR LANDSCAPE AREAS 1 -VINES-NORTHWEST mod 0.4 drip/bubblers 0.81 0.49 1,989 982 4%31,056 2 -VINES- SOUTH mod 0.4 drip/bubblers 0.81 0.49 4,557 2,250 10%71,155 3 -GROUNDCOVER low 0.2 drip/bubblers 0.81 0.25 6,665 1,646 15%52,033 4 -GROUNDCOVER- SOUTHWEST low 0.2 drip/bubblers 0.81 0.25 7,383 1,823 17%57,641 5 -GROUNDCOVER- NORTH low 0.2 drip/bubblers 0.81 0.25 5,126 1,266 12%40,023 6 -GROUNDCOVER- SOUTHEAST low 0.2 drip/bubblers 0.81 0.25 12,621 3,116 28%98,538 7 -VINES-NORTHEAST mod 0.4 drip/bubblers 0.81 0.49 2,515 1,242 6%39,277 8 -GROUNDCOVER- NORTHEAST low 0.2 drip/bubblers 0.81 0.25 3,461 855 8%27,025 Regular Landscape Area Subtotal 44,317 13,180 100%416,748 SPECIAL LANDSCAPE AREAS (SLA) Special Landscape Area Subtotal 0 0 0%0 Total 44,317 13,180 100%416,748 Table A - PF (Plant Factor)Table B - IE (Irrigation Efficiency) Cool Season Turf*0.8 Overhead Spray 0.75 Warm Season Turf**0.6 Drip/Bubblers 0.81 High Water Using Plants 0.8 can be between 0.7 - 0.9 *Dripline 0.85 Moderate Water Using Plants 0.5 can be between 0.4 - 0.6 *ECO-mat 0.89 Low Water Using Plants 0.2 can be between 0.1 - 0.3 *note: adjustment can be made based on exact type of equipment, see irrigation legendVery Low water Using Plants 0.1 below 0.1 * species include tall fescue, ryegrass, bentgrass and kentucky bluegrass ** species include bermudagrass, zoysiagrass, st. augustinegrass MONTHLY ETo ETo:Thousand Oaks, CA jan.feb.mar.april may june july aug.sept.oct.nov.dec.annual 2.2 2.6 3.4 4.5 5.4 5.9 6.7 6.4 5.4 3.9 2.6 2.0 51.0 PRESSURE LOSS CALCULATION (WORST CASE) P.O.C. 'A' - POTABLE WATER STATION:A6 STATIC PRESSURE:86 PSI GPM:15.9 DESCRIPTION PSI P.O.C.2" WATER METER 0.40 2" REDUCED PRESSURE BACKFLOW 12.00 FITTINGS LOSSES (EST.)0.50 TOTAL 12.90 MAINLINE1 1/2" MASTER VALVE 0.45 1 1/2" FLOW METER 0.45 2" MAINLINE (550 LF)1.50 MAINLINE FITTINGS (@ 10%)0.15 MAINLINE LOSS TOTAL 2.55 LATERAL1" CONTROL VALVE 1.50 LATERAL LINE (1650 LF, SIZES PER PLAN)1.62 LATERAL FITTINGS (@ 23%)0.37 LATERAL LOSS TOTAL 3.49 REQUIREDCOMPONENT LOSS TOTAL (P.O.C.+MAINLINE+LATERAL LINE)18.94 REQUIRED AT HEAD 30.00 COMPONENT LOSSES PLUS HEAD LOSS 48.94 10% SAFTEY FACTOR 4.89 TOTAL PRESSURE REQUIRED 53.84 RESIDUALSTATIC PRESSURE 86.00 PRESSURE LOSS/GAIN FROM ELEVATION CHANGE (+/- 0.433 PSI/FT)-4.33 TOTAL AVAILABLE PRESSURE 81.67 RESIDUAL PRESSURE (TOTAL AVAILAIBLE - TOTAL REQUIRED)27.83 TOTAL PRESSURE ABOVE THE MINIMUM REQUIRED PRESSURE REGULATOR NEEDED HYDROZONE LEGEND HZ#HYDROZONE IRRIGATION TYPE 1 VINES-NORTHWEST BUBBLERS 2 VINES- SOUTH BUBBLERS 3 GROUNDCOVER POINT SOURCE EMITTER 4 GROUNDCOVER- SOUTHWEST POINT SOURCE EMITTER 5 GROUNDCOVER- NORTH POINT SOURCE EMITTER 6 GROUNDCOVER- SOUTHEAST POINT SOURCE EMITTER 7 VINES-NORTHEAST BUBBLERS 8 GROUNDCOVER- NORTHEAST POINT SOURCE EMITTER LATERAL PIPE SIZING GPM SIZE 1-8 3/4" 8-12 1" 12-22 1 1/4" 22-30 1 1/2" 30+2" ANTICIPATED MONTHLY IRRIGATION SCHEDULE JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT NOV DEC ANNUAL irr.precip plant daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total total HZ# VALVE/flow irr.effcy.area rate (PR)factor runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU ETWU hydrozone (GPM)type (IE)(sq.ft.)(in/hr.)(PF)(min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons Gallons A1 VINES-NORTHWEST 12.25 BUBBLERS 0.81 1,989 0.59 0.4 13 2 1,340 13 2 1,340 13 2 1,340 15 2 1,583 13 3 2,070 13 4 2,740 13 4 2,740 12 5 3,288 14 5 3,593 13 6 4,080 15 5 3,897 12 5 3,288 2,375 A2 VINES- SOUTH 14.50 BUBBLERS 0.81 4,557 0.31 0.4 12 4 3,069 12 4 3,069 12 4 3,069 14 4 3,628 13 6 4,744 14 7 6,278 14 7 6,278 13 9 7,534 15 9 8,232 15 10 9,348 14 10 8,929 13 9 7,534 5,441 A3 GROUNDCOVER 12.70 POINT SOURCE EMITTER 0.81 6,665 0.18 0.2 14 3 2,245 14 3 2,245 14 3 2,245 12 4 2,653 13 5 3,469 14 6 4,591 14 6 4,591 14 7 5,509 14 8 6,019 14 9 6,836 15 8 6,530 14 7 5,509 3,979 A4 GROUNDCOVER- SOUTHWEST 9.00 POINT SOURCE EMITTER 0.81 7,383 0.12 0.2 13 5 2,486 13 5 2,486 13 5 2,486 13 6 2,939 14 7 3,843 15 9 5,086 15 9 5,086 14 11 6,103 14 12 6,668 15 13 7,572 14 13 7,233 14 11 6,103 4,408 A5 GROUNDCOVER- NORTH 7.60 POINT SOURCE EMITTER 0.81 5,126 0.14 0.2 13 4 1,726 13 4 1,726 13 4 1,726 12 5 2,040 14 6 2,668 13 8 3,531 13 8 3,531 14 9 4,238 14 10 4,630 15 11 5,258 14 11 5,022 14 9 4,238 3,061 A6 GROUNDCOVER- SOUTHEAST 15.90 POINT SOURCE EMITTER 0.81 12,621 0.12 0.2 12 5 4,251 12 5 4,251 12 5 4,251 15 5 5,024 14 7 6,569 14 9 8,695 14 9 8,695 14 11 10,433 14 12 11,399 14 13 12,945 15 12 12,366 14 11 10,433 7,535 A7 VINES-NORTHEAST 15.25 BUBBLERS 0.81 2,515 0.58 0.4 13 2 1,694 13 2 1,694 13 2 1,694 10 3 2,002 13 3 2,618 13 4 3,466 13 4 3,466 13 5 4,159 14 5 4,544 13 6 5,160 15 5 4,929 13 5 4,159 3,004 A8 GROUNDCOVER- NORTHEAST 6.10 POINT SOURCE EMITTER 0.81 3,461 0.17 0.2 15 3 1,166 15 3 1,166 15 3 1,166 13 4 1,378 14 5 1,802 13 7 2,385 13 7 2,385 14 8 2,861 15 8 3,126 15 9 3,550 14 9 3,391 14 8 2,861 2,067 1.8 1.8 1.8 1.7 1.8 1.8 1.8 1.8 1.9 1.9 1.9 1.8 31,869 31,869 57 NOTES: "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE (AB 1881) AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN" "I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE" LANDSCAPE ARCHITECT DATE 58 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE IRRIGATION PLAN STA. 1+00.00 TO STA. 10+00.00 LI-1.01 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I VV VV V V VV V V VVVVVVVVVVVVVVV VV(E)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (( (W)(W)(W)(W)(W)(W)(W)(W)(W)(W ) (W ) (W ) (W ) (W ) (W ) (W )(W)(W) (W ) (W ) (W )VVVV V V (W) + 0+00 + 1+00 + 2+00 +3+00 +4+00 +5+00 +6+00 +++ + + + 545 570 555 550 560 57 5 570565EE E ES VVV VVV SD C B WV WV WV FHUP GU Y ICV ICV DI FD C WMWM GU Y ICV CO M M DI UPGU Y GU Y ICV ICV ICV DI ICV ICV ICV FH WV GU Y UP TM H WV WV WV GM UP UP AV #4578172E#4578173E+ +++++++++++BFPBFPBFPVV VVVVSD C B W M W M W M PRINCE T O N AVENUE (T) (T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T) (T)(T)(T)(T)(G)(G)(G)(G)(G)(G)(G)(G) (G) (G) (G) (G) (G)(G)(G)(G)(G)(G)(G)(G)(G)(G) (G)(G)(G)(G)(G)(G)(G ) (G ) (G )E(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH) (OH) (OH) (OH) (OH) (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH) E E EE E E E E E E E E E E E (W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)AWAW AW AW AW AW AW AW AW AW AW AW AW AWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAW S D (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OHSDSDSD545 550 555 560 565 560 565 (OH)(OH)(OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH) SD SD (G ) 545 545 5 8 0 585 GU YWW WWWWW) (W) (W) #45 5 7 1 2 2 E UP 3/4 in3/4 in 3/4 in3/4 in 0 20 40 FTMATCHLINE - STA . 5+25 SEE BELOW INSTALL MAINLINE AND LATERAL LINE IN PLANTING AREA, 6" FROM EDGE OF HARDSCAPE, TYP. PROPOSED R.O.W. PROPO S E D R.O.W. 2" MAINLINE, TYP. VVV VVVV VVVVVVVV(E)(E)(E)(W)(W)(W)(W)(W)(W)(W) (W) (W) (W) (W) (W) (W) (W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W) (W) (W) (W) (W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(E)(E)(E)(W)(W)(W)VVV V V V V V V V V V V V V V V V VV+++++++ +5+00 +6+00 +7+00 + 8+00 + 9+00 + 10+00 + + + + + + 545 550580570 560 545 5 6 5 VV VV V VV VV V VVVVVVVVVVVVV VVVVVVVVVVVVVVVVVVVVVVVVVVVVVV VVV VVVVVVVFH W V G U Y U P G M GMW M G U Y U P U P G U Y UP H B U P G U Y U P G U Y # 4 5 5 7 1 1 9 E IR O N PI P E VVGMW M W M W M AVENUE (OH)(OH)(OH)(OH)(OH)(OH) (T) (T) (T) (T) (T) (T) (T) (T)(T)(G) (G) (G) (G) (G) (G) (G) (G) (G) (G)(G) (G) (G) (G) (OH) (OH) (OH) (OH) (OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH) AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW(G)(G)(G)(OH)(OH)(OH)(OH)(OH)(OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH) 555 545 (OH)(OH)(OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH) (OH) (OH) (OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(G)545 550560 5 4 5550 555 550 5 4 5 555 545 560 SDSD(G) (G) (G) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) 58 0 WW2'- 0 " PRINCETON AVENUE 3/4 in3/4 in 1.00 in1.00 in 1.00 in1.00 in 3/4 in3/4 in 3/4 in3/4 in 1 1/4 in1 1/4 in3/4 in3/4 in 3/4 in3/4 in A1 1.00 in 16.25 HZ1 0 20 40 FTMATCHLINE- STA. 5+25 SEE ABOVEMATCHLINE- STA. 10+00SEE SHEET LI-1.02PROPOSED R.O.W. PROP O S E D R.O. W . PROP O S E D R.O. W . PROPOSED R.O.W. INSTALL MAINLINE AND LATERAL LINE IN PLANTING AREA, 6" FROM EDGE OF HARDSCAPE, TYP. 2" MAINLINE, TYP. IRRIGATION NOTES 1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATION SCHEDULES AND NOTES. 2.SEE SHEET LI-0.02 FOR CA MWELO CALCULATIONS 58 IRRIGATION SCHEDULE (THIS SHEET) SYMBOL DESCRIPTION BUBBLERS / DRIP EMITTERS SHRUB BUBBLER 6 GPH POINT SOURCE EMITTER VALVES CONTROL VALVE MASTER VALVE GATE VALVE PIPE MAINLINE LATERAL LINE SLEEVES POINT OF CONNECTION POINT OF CONNECTION BACKFLOW PREVENTER QUICK COUPLER - RECLAIMED CONTROLLER CONTROLLER MISCELLANEOUS FLUSH VALVE PULL BOX FLOW SENSOR **SEE SHEET LI-0.01 FOR COMPLETE IRRIGATION SCHEDULE PB F POC CC 59 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE IRRIGATION PLAN STA. 10+00.00 TO STA. 15+00.00 LI-1.02 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I VV V V(E)(E)(E)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W(W(W(W(W(W)(W)(W)(W)(W)(W)(E)VV V V V VVVVVVVVVVVVVVVVVVVVVVVVV V + 10+00 + 11+00 + 12+00 + 13+00 + 14+00 + 15+00+++++ ( E ) ( E ) (E) (E) 545 615 610 600595590 585 580 555 560 560 560 VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV V V VVVVV VVV VV UP WV WV FH WV WM GUY GUY UP UP WM TMH PRINCETON AVENUE (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(G)(G)(W)AW AW AW AW AW AW AW AW AW AW AW AW AW AW OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH) 570575580 585 590595600 56 5 57 0 57 5 58 0 58 5 59 0 575 570 565 (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH) H)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH) 545 550 560 UP 545 (OH) (OH) (OH) (OH) (OH) (OH) DETA I L E D T O P O - IS THER E R E A L L Y A PIPE HER E ? UP UP UP AW5 5 5 560545 560 560 565 E E E (T)(T)(T)(T)(T)(T)(T)(T)(T)(T) (T)(T)(T)(T)(T)(T)(T)(T)(T)(T) 3/4 in3/4 in 3/4 in3/4 in1 1/4 in1 1/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in 3/4 in3/4 in 1 1/4 in1 1/4 inA2 1.00 in 14.50 HZ2 A3 1 1/4 in 12.70 HZ3 0 20 40 FTMATCHLINE- STA. 10+00SEE SHEET LI-1.01MATCHLINE- STA. 15+00SEE SHEET LI-1.03PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. INSTALL MAINLINE AND LATERAL LINE IN PLANTING AREA, 6" FROM EDGE OF HARDSCAPE, TYP. 2" MAINLINE, TYP. IRRIGATION NOTES 1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATION SCHEDULES AND NOTES. 2.SEE SHEET LI-0.02 FOR CA MWELO CALCULATIONS 59 IRRIGATION SCHEDULE (THIS SHEET) SYMBOL DESCRIPTION BUBBLERS / DRIP EMITTERS SHRUB BUBBLER 6 GPH POINT SOURCE EMITTER VALVES CONTROL VALVE MASTER VALVE GATE VALVE PIPE MAINLINE LATERAL LINE SLEEVES POINT OF CONNECTION POINT OF CONNECTION BACKFLOW PREVENTER QUICK COUPLER - RECLAIMED CONTROLLER CONTROLLER MISCELLANEOUS FLUSH VALVE PULL BOX FLOW SENSOR **SEE SHEET LI-0.01 FOR COMPLETE IRRIGATION SCHEDULE PB F POC CC 60 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE IRRIGATION PLAN STA. 15+00.00 TO STA. 20+00.00 LI-1.03 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I VV++++++VVV V V VVV++++++++++++++++(E)(E)(W) (W) (W) (W) (W) (W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W) (W) (W) (W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(E)VV V +15+00 +16+00 +17+00 + 18+00 + 19+00 + 20+00 + ++++ (E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) 585 580 570565575595555 560 560565 ++++++++++++++++ ++VVVVVVVVVVVVVVVVVVWV WV FH EMH WM ELEC GM ELEC UP WM WM GUY UP UP UP TMH CAISSON (OH ) (OH ) (OH ) AW AW AW AW AW AW AW AW AW AW AW AW AW AWHWY 23(SOUTHBOUND(2)6" OVER 15" CM P (OH)(OH)(OH)(OH)(OH)575 570 565 585565570 575 560 555 550 560565 (OH) 5 4 5 545 550 555 550 545560 555(2)8" SDMARKER HB UP UP HB GUY DI DIDI +++545 SDSD(OH)(OH)(OH)(OH)(OH)(OH) DETAILED TOPO FOR NEW DRIVEWAY AND STORMDRAIN OUTFALL DETAILED TOPO - IS THERE REALLY A PIPE HERE?565545 560 550570575 580 585 590 595600 GUYSDSD 565EE(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G) (G) (G)(G)(G)(G)(G)(G)SDSDE E E E E E E E E E E E E E E E E E E E E E E E E (T)(T)(E)(E)12" PEP 4'-3" 2'-3" 4'-2" 3'-11" PRINCETON AVENUE 3/4 in3/4 in POC CPB 3/4 in3/4 in 3/4 in3/4 in F 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in 3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in1.00 in1.00 inPB A4 1.00 in 9.00 HZ4 A5 1.00 in 7.60 HZ5 0 20 40 FTMATCHLINE- STA . 15+00SEE SHEET L I-1 .02MATCHLINE- STA. 20+00SEE SHEET LI-1.04IRRIGATION POINT OF CONNECTION ‘A’ NEW 2" WATERMETER-STATIC PRESSURE 86 PSI (PER VENTURA COUNTY WATERWORKS NO. 1 ON 09/12/2019, TOM BANDAGSKI(805)378-3023). COORDINATE WITH VENTURA COUNTY WATERWORKS NO. 1. NEW 2" BACKFLOW PREVENTERAND APPURTENANCES. CONTRACTOR TO CONFIRM PRIOR TO IRRIGATION INSTALLATION AND REPORTDISCREPANCES TO CITY REPRESENATIVE. IRRIGATION CONTROLLER PEDESTAL 'A': INSTALL ENCLOSURE PER IRRIGATION LEGEND. LOCATE PEDESTALAT BACK OF WALK WITHIN CITY R.OW. CONTRACTOR TO PROVIDE PULL BOX AND CONDUIT FRUN FROM S.C.E.POWER SOURCE TO NEW PEDESTAL. FINAL LOCATION SHALL BE AS DEFINED BY S.C.E. AND APPROVED IN THEFIELD BY A CITY REPRESENTATIVE. PROPOS E D R.O.W. PROPOS E D R.O.W.CALTRANS R.O.W.PROPOSED R.O.W.CALTRANS R.O.W.CALTRANS R.O.W.INSTALL MAINLINE AND LATERAL LINE IN PLANTING AREA, 6" FROM EDGE OF HARDSCAPE, TYP. DIRECTIONAL BORE UNDER ROADWAY PER NOTE #20, SHEET LI-0.01 2" MAINLINE, TYP. IRRIGATION NOTES 1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATION SCHEDULES AND NOTES. 2.SEE SHEET LI-0.02 FOR CA MWELO CALCULATIONS 60 IRRIGATION SCHEDULE (THIS SHEET) SYMBOL DESCRIPTION BUBBLERS / DRIP EMITTERS SHRUB BUBBLER 6 GPH POINT SOURCE EMITTER VALVES CONTROL VALVE MASTER VALVE GATE VALVE PIPE MAINLINE LATERAL LINE SLEEVES POINT OF CONNECTION POINT OF CONNECTION BACKFLOW PREVENTER QUICK COUPLER - RECLAIMED CONTROLLER CONTROLLER MISCELLANEOUS FLUSH VALVE PULL BOX FLOW SENSOR **SEE SHEET LI-0.01 FOR COMPLETE IRRIGATION SCHEDULE PB F POC CC 61 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE IRRIGATION PLAN STA. 20+00.00 TO STA. 30+00.00 LI-1.04 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I VV++++++++++++++V V V (E)(W) (W) (W) (W) (W) (W)(W)(W)(W)(W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W) (W)(W)(W)(W)(W)(E)(E)V(W)(W)(W)+ 25+00 + 26+00 +27+00 +28+00 +29+00 +30+00 + + + + + (E) (E) (E) (E) (E) (E) (E)580580 565 570 560 560 575S OHWVVVVVV VVVVV+++++++++++++++++ + EEE EE GUY UP UP TMH WM WM WM FH WV WVWV SMH UP GUY WM UP UP UP RISER TELE #679836E GM NOGALES AVENUE (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (G) (G) (G) (G) (G) (G)(G)(G)(G) (G) (G)(G)(G)(G)(G)(G)(G)SSSS S S S S S S S (G)(G)(G)(G)(G)(G)(G)AW A W AW AW AW AW AW AW(G)(G)(OH)(OH)(OH)585 590 595 600 57 5 SDSD (G)(G)(G)(OH) (OH) (OH) (OH) (OH) (OH) (OH) E E E(G) (G) (G) (G) (G) (G) (G) (G) (G) (G)(OH)(OH)(OH)(OH)WM WM WM WV WVWV WV GUY GUYGUY GUY UP UPFO R ISER EDISON VAULT U P 565EE EE E E E E E E E E E E E (G) (G) (G) (G) (G) (G) (G) (G) (G)(G)(G)(G)SDSD57 5570 56 5 575 57 0565 580560 560 575580585590595 600 570 565 580 585590595 580 (W)(W)(W)(W)(W)(W)(W) (T) PRINCETO N AVENUE 3/4 in3/4 in3/4 in 3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in 3/4 in 3/4 in3/4 in 3/4 in3/4 in 0 20 40 FTMATCHLINE- STA. 25+00SEE ABOVELIMIT OF WORKLANDSCAPE PLANS- STA. 30+00PROP O S E D R.O.W . PROPOSED R.O.W. INSTALL MAINLINE AND LATERAL LINE IN PLANTING AREA, 6" FROM EDGE OF HARDSCAPE, TYP. 2" MAINLINE, TYP. VV++++V V ++++++++++++++++++++++++++++++++++++++++++ +++(W)(W)(W)(W) (W) (W) (W) (W)(W)(W)(W)(W) (W) (W) (W) (W) (W ) (W) (W) (W) (W) (W)(W)(W)(W) (W)(W)(W)(W)V+20+00 +21+00 +22+00 + 23+00 + 24+00 + 25+00 + + + + +(E)(E)(E)(E) (E) (E) (E) (E) (E)(E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E)(E)(E) 570 560 560VV VV VVVVVVVVVVVVVV VVVV V VVSDSD TMH CAISSO N ++++++++PRINCETON AVENUE AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW23THBOUND)42"SD24"SDSDSDSDSDSDSD SD SD 36"SD 560565 570 575 SDSD WM MARKE R DETAIL E D T O P O FOR PIPE EXTEN SI O N UP570560 555555565 SDSDSDSD SD SD565SDSD(G) (G) (G) (G)(G)(G)(G)(G) (G) (G) (G) (G)(G)(G) 560 E E E E E E E E E E E E E E E E E E E EE EE E E E E E E E E (G) (G) (G) (G) (G) (G) (G) (G) (G) (G) (G) (G) (G)(G)(G)SDSD(T)(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) 565 570 575 570 565560 575 565 3'-0" 2'-1" 3/4 in3/4 in1.00 in1.00 in 1.00 in1.00 in 3/4 in3/4 in 1 1/4 in1 1/4 in3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3 / 4 i n 3 / 4 i n 3/4 in3/4 in 3/4 in3/4 in1.00 in1.00 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in 3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in1 1/4 in1 1/4 inA6 1.00 in 15.90 HZ6 A7 1.00 in 15.25 HZ7 A8 1.00 in 6.10 HZ8 0 20 40 FTMATCHLINE - STA . 20+00SEE SHEET L I -1 .03MATCHLINE- STA. 25+00SEE BELOWPROPOS E D R.O.W.CALTRANSR.O.W.CALTRANSR.O.W.CALTRANS R.O.W. INSTALL MAINLINE AND LATERAL LINE IN PLANTING AREA, 6" FROM EDGE OF HARDSCAPE, TYP. 2" MAINLINE, TYP. IRRIGATION NOTES 1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATION SCHEDULES AND NOTES. 2.SEE SHEET LI-0.02 FOR CA MWELO CALCULATIONS 61 IRRIGATION SCHEDULE (THIS SHEET) SYMBOL DESCRIPTION BUBBLERS / DRIP EMITTERS SHRUB BUBBLER 6 GPH POINT SOURCE EMITTER VALVES CONTROL VALVE MASTER VALVE GATE VALVE PIPE MAINLINE LATERAL LINE SLEEVES POINT OF CONNECTION POINT OF CONNECTION BACKFLOW PREVENTER QUICK COUPLER - RECLAIMED CONTROLLER CONTROLLER MISCELLANEOUS FLUSH VALVE PULL BOX FLOW SENSOR **SEE SHEET LI-0.01 FOR COMPLETE IRRIGATION SCHEDULE PB F POC CC 62 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE IRRIGATION DETAILS LI-2.01 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I 62 FLOW 1 LEGEND: FINISH GRADE BARK MULCH VALVE BOX PVC MAINLINE FLOW SENSOR PER LEGEND PROVIDE BRICK FOR BASE SUPPORT WIRES FROM FLOW SENSOR TO CONTROLLER PER MANUFACTURES SPECIFICATIONS 6" MIN. PEA GRAVEL DRAIN SUMP 4 2 3 1 NOTES: 1.INSTALL VALVE BOX 1" ABOVE TOP OF MULCH2.WRAP ALL THREADED FITTINGS WITH TEFLON TAPE 2 3 5 4 5 6 7 6 8 7 818" MIN.6"FLOW SENSOR Scale: 3/4" = 1'-0"D Resolution 2012-3096 Page 86 6AGl<fI=L.OY'll P~I!VI!NTI!!~ ~I!TAIL. (PL.ATI!! ~-3) City of Moorpark Community Development Department Backflow Preventer Deta iI Plate 2-3 BACKFLOW PREVENTER DETAIL N.T.S.B Resolution 2012-3096 Page 84 ~ 7 , 7 TNIe WR5 TO RIS£R KEY 0~':s~~~~ o WATER ~ ePOXY ~~ 0"TAe. O VIL~ ~ W/(,(JVff.R (11-~~ R&-.V. ~ tMSreR VILVf. IK1 W/V1LVf. NO. 0"-1J5t1 IN L.AMa / ~,.-IN 0~~VIt.~ 7 Pit;. ~ &fJ NflPl.e. & ~ 0 Of'''~ , ~~Plt;.aL~~ It' Pit;. ~ &fJ t.W.e ~ o Pit;. LA~ fltR F\.JH. @) MIN. -f PePT'I1 Of' "/~ WA!!ltIS> fJRINa.. ® ~~ Plt;./f"L .. ~ R!!MOT!! CONTROl-VAl-V! t)!TAII-(PI-AT!! :2-1) City of Moorpark Community Development Department Remote Control Valve Detail Plate 2-1 REMOTE CONTROL VALVE N.T.S.A Resolution 2012-3096 Page 87 KEY TOP a= MJ...t.H 2. FINI£tt ~ ~ LONE7~~ ~ o pvc, 5a1 &0 NIPPLE (l....ENeJTH A5 ~) ® pvc, 5a1 At? ELL® pvc, 5a1 At? STREET ELL CD pvc, 5a1 At? TEE ~ ELL ® pvc, LATERIL PIPE eueeL.l!~ DeTAIL. (PL.ATI! ~-4) d~~~-~ ~.i -~j) _ City of Moorpark Bubbler I !£::r; w. Yfl:Z:1. \ I Community Development Plate 2-4fY'~'" ~J Detail ~ ;J! DepartmentQ~ • ~.i~L-_ ~_-)~~...", BUBBLER DETAIL N.T.S.C 6"LEGEND: KINK RESISTANT FLEXIBLE PIPE FINISH GRADE VALVE BOX COMPACTED NATIVE SUBGRADE PVC LATERAL LINE PROVIDE BRICK FOR BASE SUPPORT PVC MANUAL BALL VALVE THREAD BY BARB ELBOW FITTING 6" MIN. PEA GRAVEL NOTES: 1.INSTALL VALVE BOX 1" ABOVE FINISH GRADE OR FLUSH IN PAVED AREAS2. WRAP ALL THREADED FITTINGS W/ TEFLON TAPE 3 2 1 6 4 9 7 5 2 3 4 5 7 6 1 9 8 8 FLUSH VALVE Scale: 1" = 1'-0"E LEGEND: FINISH GRADE VALVE BOX COMPACTED NATIVE BACKFILL PROVIDE BRICK FOR BASE SUPPORT ELECTRICAL CONDUIT WITH SWEEPING ELL 6" MIN. PEA GRAVEL ADJACENT CONCRETE DBY-6 DIRECT BURIAL SPLICE KIT NOTES: 1. INSTALL VALVE BOX 1" ABOVE FINISH GRADE OR FLUSH IN PAVED AREAS2. MAXIMUM WIRE SIZES PER CONNECTOR ARE 3-14'S OR 2-12'S 5 3 2 7 8 6 4 11 2 3 5 6 4 7 8 PULL BOX Scale: 3/4" = 1'-0"F LEGEND: BARK MULCH FINISH GRADE WIRE CONNECTORS ELECTRIC MASTER CONTROL VALVE PER LEGEND VALVE BOX PVC MAINLINE PROVIDE BRICK FOR BASE SUPPORT 6" MIN. PEA GRAVEL COMMON WIRE EXPANSION CURL CONTROL WIRE EXPANSION CURL NOTES: 1.INSTALL VALVE BOX 1" ABOVE TOP OF MULCH OR FLUSH IN PAVED AREAS2. WRAP ALL THREADED FITTINGS W/ TEFLON TAPE18" MIN.6"1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 89 10 MASTER VALVE Scale: 1" = 1'-0"G LEGEND: FINISH GRADE GATE VALVE PER LEGEND PVC SCH80 MALE ADAPTER TWO (2) REQUIRED VALVE BOX PVC MAINLINE PROVIDE BRICK FOR BASE SUPPORT 6" MIN. PEA GRAVEL NOTES: 1. INSTALL VALVE BOX 1" ABOVE FINISH GRADE OR FLUSH IN PAVED AREAS2. WRAP ALL THREADED FITTINGS W/ TEFLON TAPE24" MIN.6"1 3 2 6 4 7 5 1 2 3 5 6 4 7 GATE VALVE Scale: 1" = 1'-0"H 63 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE IRRIGATION DETAILS LI-2.02 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I 63 24" MIN.1 3 4 5 6 7 8 9 10 2 LEGEND: FINISH GRADE QUICK COUPLER VALVE PER LEGEND VALVE BOX PROVIDE BRICK BASE FOR SUPPORT COMPACTED SUBGRADE PEA GRAVEL SCH 80 NIPPLE TWO 90° PVC STREET ELLS PVC MAINLINE SCH 80 SxT COUPLING NOTES: 1. INSTALL VALVE BOX 1" ABOVE FINISH GRADE OR FLUSH IN PAVED AREAS 2. WRAP ALL THREADED FITTINGS W/ TEFLON TAPE F.G.1 2 3 4 5 6 7 8 9 10 QUICK COUPLER Scale: 1 1/2" = 1'-0"A LEGEND: ADJACENT PAVING BASE MATERIAL FINISH GRADE COMPACTED NATIVE BACKFILL SAND BACKFILL - MINIMUM 2" LAYER SAND BED BENEATH LOWEST PIPE, MINIMUM 6" FILL ABOVE HIGHEST PIPE LOW VOLTAGE WIRING IRRIGATION MAINLINE IRRIGATION LATERAL LINE SCH. 40 PVC SLEEVING FOR IRRIGATION MAINLINE AND LATERAL (ALL PIPES SLIDE EASILY W/ EXTRA SPACE) ELECTRICAL CONDUIT FOR WIRES (ALLOW EXTRA ROOM FOR WIRE MOVEMENT) NATIVE SUBGRADE NOTES: 1. EXTEND ALL SLEEVING UNDERNEATH PAVING 12" MINIMUM INTO PLANTERS2. MAINLINE TRENCHING UNDERNEATH TREE DRIP LINES SHALL INCLUDE ROOT PRUNING. NO ROOT OVER 2" DIAMETER SHALL BE CUT WITHOUT APPROVAL BY THE CITY ARBORIST. SECTION UNDER PAVING SECTION IN PLANTER24" MIN.18" MIN.6"6"6"24" MIN.10 11 11 10 11 1 4 6 3 8 9 7 2 2 3 1 4 5 9 6 7 8 5 4 5 TRENCHING Scale: 3/4" = 1'-0"B SS TOP ENTRY CONTROLLER ENCLOSURE N.T.S.C EXISTING SLOPE. SxSxT TEE OR ELL. LATERAL ON GRADE SHALL BE UVR PIPE (SET ABOVE BASIN) TWO 90° PVC STREET ELLS. RISER PER IRRIGATION SCHEDULE POINT SOURCE EMITTERS - 1/2" THREADED CONNECTION. #3 REBAR J-HOOK 10' O.C. MAX. 1:1 CUT SLOPE @ BACK OF SHRUB. BASIN FINISH GRADE. 4" HIGH WATERING BASIN. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 10 9 10 LEGEND: NOTE: 1.REFER TO IRRIGATION SCHEDULE FOR MATERIAL MODELS AND MANUFACTURERS. 2.STAKE RISERS WITH 6", 9 GAUGE GALVANIZED TIE DOWN STAKES POINT SOURCE DRIP EMITTER ON SLOPE' Scale: 3/4" = 1'-0"E 1 LEGEND: 2 3 4 52 4 5 6 PLACE EMITTER 9" MAX FROM PLANT STEM. SEE ENLARGEMENT DIFFUSER BUG CAP UNIVERSAL 1/4" TUBING STAKE 1/4" DISTRIBUTION TUBING TOP OF MULCH PRESSURE-COMPENSATING MODULE BARB INLET X BARB OUTLET EMITTER 17MM TUBING PER IRRIGATION LEGEND FINISH GRADE F.G. 9" MIN. SECTION ENLARGEMENT 1 3 8 6 7 7 8 POINT SOURCE DRIP EMITTER Scale: 1 1/2" = 1'-0"D 64 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE PLANTING NOTES & SCHEDULE LP-0.01 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I PLANTING NOTES 1.ALL PLANTED AREAS SHALL BE THOROUGHLY RIPPED TO A DEPTH OF 8", USING RIPPER WITH TEETH NO WIDER THAN 12" O.C. WHERE POSSIBLE. THE RIPPING SHOULD BE DONE IN TWO DIRECTIONS TO REDUCE THE COMPACTION WHICH OCCURS AS A RESULT OF CONSTRUCTION. 2.THE CONTRACTOR SHALL COLLECT A MINIMUM OF EIGHT SOIL SAMPLES FROM NEW PLANTING AREAS FOR AGRONOMIC TESTING & AMENDMENT RECOMMENDATIONS FROM FRUIT GROWERS LAB @ (805) 392-2000. RESULTS SHALL BE TRANSMITTED TO CLIENT AND LANDSCAPE ARCHITECT OF RECORD. SOIL MANAGEMENT REPORT RECOMMENDATIONS SHALL ADDRESS THE FOLLOWING AT A MINIMUM: SOIL TEXTURE, SOIL INFILTRATION RATE, SOIL PH, AND SUGGESTED AMENDMENTS BASED UPON PROPOSED PLANTING PALETTE. SEE SPECIFICATIONS. 3.FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OR PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL 4.ALL AMENDMENTS TO BE APPLIED PER SOIL MANAGEMENT REPORT, OR IF NO TECHNIQUE IS SPECIFIED, THEN MIXED TOGETHER AND ROTOTILLED INTO PLANTING AREAS TO A DEPTH OF 6". (UNTIL RESULTS OF SOIL MANAGEMENT REPORT ARE OBTAINED, THE FOLLOWING AMENDMENTS MAY BE USED FOR BID PURPOSES ONLY. RESULTS OF SOILS ANALYSIS SUPERSEDE THESE QUANTITIES): 5 LBS/1000 SF POTASSIUM SULFATE 5 LBS/1000 SF AMMONIUM SULFATE 5 LBS/1000 SF SINGLE SUPERPHOSPHATE OR EQ. 80 LBS/1000 SF AGRICULTURAL GYPSUM 6 CY GENERAL PURPOSE SOIL AMENDMENT 5.BACKFILL PER CY FOR CONTAINER PLANTS (BACKFILL MIX PROVIDED FOR BID PURPOSES ONLY. RESULTS OF SOILS ANALYSIS SUPERSEDE THESE QUANTITIES): 1/4 LB POTASSIUM SULPHATE 1/4 LB AMMONIUM SULPHATE 1/5 LB SINGLE SUPERPHOSPHATE OR EQ. 4 LBS AGRICULTURAL GYPSUM 5 PARTS BY VOLUME NATIVE SOIL 1 PART BY VOLUME AQUINAGA TURF PLUS 6.GRO-POWER PLANTING TABLETS PLACED 2 INCHES DEEP AND 2" OUTSIDE ROOT BALL: (3) PER 1 GAL; (9) PER 5 GAL; (15) PER 15 GAL, (24) PER 24" BOX AND (24) PER 36" BOX 7.ALL TREES WITHIN 5 FT. OF PAVEMENT TO HAVE CENTURY PRODUCTS LINEAR CP36-2 'POLYETHYLENE' ROOT BARRIERS INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 1 1/2" OFF BACK OF CURB OR EDGE OF PAVEMENT. ROOT BARRIER TO BE INSTALLED AT BACK OF HARDSCAPE, IN 10 FOOT PANELS CENTERED ON THE TREE TRUNK, (NOT IN CIRCLE AROUND ROOT BALL). 8.PLANT MATERIAL QUANTITIES LISTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. 9.A MINIMUM 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRADICTORY. 10.MULCH SHALL BE ES-2 MULCH FROM AGROMIN PREMIUM SOIL PRODUCTS (805) 482.8749. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT OF RECORD FOR APPROVAL. 11.SLOPES GREATER THAN A 3:1 INCLINE REQUIRE A SMOLDER RESISTANT JUTE NETTING WITH 4" OVERLAP AND SHALL BE PINNED AT 4' O.C. ALONG OVERLAP. 12.SEE SHEET, LP-2.01 FOR ALL PLANTING DETAILS 64 PLANT SCHEDULE - VINES/GROUNDCOVER SYMBOL QTY LATIN NAME COMMON NAME WUCOLS SIZE VINES 73 Distictis buccinatoria Scarlet Trumpet Vine M 5 gal 111 Parthenocissus tricuspidata 'Veitchii'Boston Ivy M 5 gal GROUNDCOVER 440 Baccharis pilularis 'Pigeon Point'Dwarf Coyote Bush L 5 gal 180 Ceanothus griseus horizontalis 'Yankee Point'Yankee Point California Lilac L 5 gal 65 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE PLANTING PLAN STA. 1+00.00 TO STA. 10+00.00 LP-1.01 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I VV VV V V VV V V VVVVVVVVVVVVVVV VV(E)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (( (W)(W)(W)(W)(W)(W)(W)(W)(W)(W ) (W ) (W ) (W ) (W ) (W ) (W )(W)(W) (W ) (W ) (W )VVVV V V (W) + 0+00 + 1+00 + 2+00 +3+00 +4+00 +5+00 +6+00 +++ + + + 545 570 555 550 560 57 5 570565EE E ES VVV VVV SD C B WV WV WV FHUP GU Y ICV ICV DI FD C WMWM GU Y ICV CO M M DI UPGU Y GU Y ICV ICV ICV DI ICV ICV ICV FH WV GU Y UP TM H WV WV WV GM UP UP AV #4578172E#4578173E+ +++++++++++BFPBFPBFPVV VVVVSD C B W M W M W M PRINCE T O N AVENUE (T) (T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T) (T)(T)(T)(T)(G)(G)(G)(G)(G)(G)(G)(G) (G) (G) (G) (G) (G)(G)(G)(G)(G)(G)(G)(G)(G)(G) (G)(G)(G)(G)(G)(G)(G ) (G ) (G )E(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH) (OH) (OH) (OH) (OH) (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH) E E EE E E E E E E E E E E E (W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)AWAW AW AW AW AW AW AW AW AW AW AW AW AWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAW S D (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OHSDSDSD545 550 555 560 565 560 565 (OH)(OH)(OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH) SD SD (G ) 545 545 5 8 0 585 GU YWW WWWWW) (W) (W) #45 5 7 1 2 2 E UP 0 20 40 FTMATCHLINE - STA . 5+25 SEE BELOWPROPOSED R.O.W. PROPO S E D R.O.W.VVV VVVV VVVVVVVV(E)(E)(E)(W)(W)(W)(W)(W)(W)(W) (W) (W) (W) (W) (W) (W) (W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W) (W) (W) (W) (W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(E)(E)(E)(W)(W)(W)VVV V V V V V V V V V V V V V V V VV+++++++ +5+00 +6+00 +7+00 + 8+00 + 9+00 + 10+00 + + + + + + 545 550580570 560 545 5 6 5 VV VV V VV VV V VVVVVVVVVVVVV VVVVVVVVVVVVVVVVVVVVVVVVVVVVVV VVV VVVVVVVFH W V G U Y U P G M GMW M G U Y U P U P G U Y UP H B U P G U Y U P G U Y # 4 5 5 7 1 1 9 E IR O N PI P E VVGMW M W M W M AVENUE (OH)(OH)(OH)(OH)(OH)(OH) (T) (T) (T) (T) (T) (T) (T) (T)(T)(G) (G) (G) (G) (G) (G) (G) (G) (G) (G)(G) (G) (G) (G) (OH) (OH) (OH) (OH) (OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH) AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW(G)(G)(G)(OH)(OH)(OH)(OH)(OH)(OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH) 555 545 (OH)(OH)(OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH) (OH) (OH) (OH)(OH) (OH) (OH) (OH) (OH) (OH) (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(G)545 550560 5 4 5550 555 550 5 4 5 555 545 560 SDSD(G) (G) (G) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) 58 0 WW2'- 0 " PRINCETON AVENUE 0 20 40 FTMATCHLINE- STA. 5+25 SEE ABOVEMATCHLINE- STA. 10+00SEE SHEET LP-1.02PROPOSED R.O.W. PROP O S E D R.O. W . PROP O S E D R.O. W . PROPOSED R.O.W. PLANTING NOTES 1.SEE SHEET LP-0.01 FOR DETAILED PLANTING SCHEDULES AND NOTES. 65 66 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE PLANTING PLAN STA. 10+00.00 TO STA. 15+00.00 LP-1.02 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I VV V V(E)(E)(E)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W)(W)(W)(W)(W) (W(W(W(W(W(W)(W)(W)(W)(W)(W)(E)VV V V V VVVVVVVVVVVVVVVVVVVVVVVVV V + 10+00 + 11+00 + 12+00 + 13+00 + 14+00 + 15+00+++++ ( E ) ( E ) (E) (E) 545 615 610 600595590 585 580 555 560 560 560 VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV V V VVVVV VVV VV UP WV WV FH WV WM GUY GUY UP UP WM TMH PRINCETON AVENUE (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(G)(G)(W)AW AW AW AW AW AW AW AW AW AW AW AW AW AW OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH) 570575580 585 590595600 56 5 57 0 57 5 58 0 58 5 59 0 575 570 565 (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH) H)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH) 545 550 560 UP 545 (OH) (OH) (OH) (OH) (OH) (OH) DETA I L E D T O P O - IS THER E R E A L L Y A PIPE HER E ? UP UP UP AW5 5 5 560545 560 560 565 E E E (T)(T)(T)(T)(T)(T)(T)(T)(T)(T) (T)(T)(T)(T)(T)(T)(T)(T)(T)(T) 0 20 40 FTMATCHLINE- STA. 10+00SEE SHEET LP-1.01MATCHLINE- STA. 15+00SEE SHEET LP-1.03PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PROPOSED R.O.W. PLANTING NOTES 1.SEE SHEET LP-0.01 FOR DETAILED PLANTING SCHEDULES AND NOTES. 66 67 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE PLANTING PLAN STA. 15+00.00 TO STA. 20+00.00 LP-1.03 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I VV++++++VVV V V VVV++++++++++++++++(E)(E)(W) (W) (W) (W) (W) (W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W) (W) (W) (W)(W)(W)(W)(W)(W)(W)(W)(W) (W)(E)VV V +15+00 +16+00 +17+00 + 18+00 + 19+00 + 20+00 + ++++ (E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) 585 580 570565575595555 560 560565 ++++++++++++++++ ++VVVVVVVVVVVVVVVVVVWV WV FH EMH WM ELEC GM ELEC UP WM WM GUY UP UP UP TMH CAISSON (OH ) (OH ) (OH ) AW AW AW AW AW AW AW AW AW AW AW AW AW AWHWY 23(SOUTHBOUND(2)6" OVER 15" CM P (OH)(OH)(OH)(OH)(OH)575 570 565 585565570 575 560 555 550 560565 (OH) 5 4 5 545 550 555 550 545560 555(2)8" SDMARKER HB UP UP HB GUY DI DIDI +++545 SDSD(OH)(OH)(OH)(OH)(OH)(OH) DETAILED TOPO FOR NEW DRIVEWAY AND STORMDRAIN OUTFALL DETAILED TOPO - IS THERE REALLY A PIPE HERE?565545 560 550570575 580 585 590 595600 GUYSDSD 565EE(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G) (G) (G)(G)(G)(G)(G)(G)SDSDE E E E E E E E E E E E E E E E E E E E E E E E E (T)(T)(E)(E)12" PEP 4'-3" 2'-3" 4'-2" 3'-11" PRINCETON AVENUE 0 20 40 FTMATCHLINE- STA . 15+00SEE SHEET LP-1 .02MATCHLINE- STA. 20+00SEE SHEET LP-1.04PROPOS E D R.O.W. PROPOS E D R.O.W.CALTRANS R.O.W.PROPOSED R.O.W.CALTRANS R.O.W.CALTRANS R.O.W.PLANTING NOTES 1.SEE SHEET LP-0.01 FOR DETAILED PLANTING SCHEDULES AND NOTES. 67 68 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE PLANTING PLAN STA. 20+00.00 TO STA. 30+00.00 LP-1.04 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I VV++++++++++++++V V V (E)(W) (W) (W) (W) (W) (W)(W)(W)(W)(W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W) (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W) (W)(W)(W)(W)(W)(E)(E)V(W)(W)(W)+ 25+00 + 26+00 +27+00 +28+00 +29+00 +30+00 + + + + + (E) (E) (E) (E) (E) (E) (E)580580 565 570 560 560 575S OHWVVVVVV VVVVV+++++++++++++++++ + EEE EE GUY UP UP TMH WM WM WM FH WV WVWV SMH UP GUY WM UP UP UP RISER TELE #679836E GM NOGALES AVENUE (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (G) (G) (G) (G) (G) (G)(G)(G)(G) (G) (G)(G)(G)(G)(G)(G)(G)SSSS S S S S S S S (G)(G)(G)(G)(G)(G)(G)AW A W AW AW AW AW AW AW(G)(G)(OH)(OH)(OH)585 590 595 600 57 5 SDSD (G)(G)(G)(OH) (OH) (OH) (OH) (OH) (OH) (OH) E E E(G) (G) (G) (G) (G) (G) (G) (G) (G) (G)(OH)(OH)(OH)(OH)WM WM WM WV WVWV WV GUY GUYGUY GUY UP UPFO R ISER EDISON VAULT U P 565EE EE E E E E E E E E E E E (G) (G) (G) (G) (G) (G) (G) (G) (G)(G)(G)(G)SDSD57 5570 56 5 575 57 0565 580560 560 575580585590595 600 570 565 580 585590595 580 (W)(W)(W)(W)(W)(W)(W) (T) PRINCETO N AVENUE 0 20 40 FTMATCHLINE- STA. 25+00SEE ABOVELIMIT OF WORKLANDSCAPE PLANS- STA. 30+00PROP O S E D R.O.W . PROPOSED R.O.W.VV++++V V ++++++++++++++++++++++++++++++++++++++++++ +++(W)(W)(W)(W) (W) (W) (W) (W)(W)(W)(W)(W) (W) (W) (W) (W) (W ) (W) (W) (W) (W) (W)(W)(W)(W) (W)(W)(W)(W)V+20+00 +21+00 +22+00 + 23+00 + 24+00 + 25+00 + + + + +(E)(E)(E)(E) (E) (E) (E) (E) (E)(E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E)(E)(E) 570 560 560VV VV VVVVVVVVVVVVVV VVVV V VVSDSD TMH CAISSO N ++++++++PRINCETON AVENUE AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW23THBOUND)42"SD24"SDSDSDSDSDSDSD SD SD 36"SD 560565 570 575 SDSD WM MARKE R DETAIL E D T O P O FOR PIPE EXTEN SI O N UP570560 555555565 SDSDSDSD SD SD565SDSD(G) (G) (G) (G)(G)(G)(G)(G) (G) (G) (G) (G)(G)(G) 560 E E E E E E E E E E E E E E E E E E E EE EE E E E E E E E E (G) (G) (G) (G) (G) (G) (G) (G) (G) (G) (G) (G) (G)(G)(G)SDSD(T)(T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) 565 570 575 570 565560 575 565 3'-0" 2'-1" 0 20 40 FTMATCHLINE - STA . 20+00SEE SHEET LP -1 .03MATCHLINE- STA. 25+00SEE BELOWPROPOS E D R.O.W.CALTRANSR.O.W.CALTRANSR.O.W.CALTRANS R.O.W. PLANTING NOTES 1.SEE SHEET LP-0.01 FOR DETAILED PLANTING SCHEDULES AND NOTES. 68 69 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK DRAWING NO. SHEET OF SPEC. NO. ENGINEERING PROJECT NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF O R NI AINCOR P O RATED J U L Y 11983ENGINEERING REVIEWED BY: DATE 69 MZ BM CITY ENGINEER/PUBLIC WORKS DIRECTOR SEAN CORRIGAN PE 39479 EXPIRATION DATE 12-31-2019 PRINCETON AVENUE PLANTING DETAILS LP-2.01 461 E. Main Street Ventura, Ca 93001 805.644.9697 www.pc-ld.comMICHAEL Z IELS D ORF#6044 T EAR C H Renewal Date Date D SignatureECILLANNSED CS APCE T10/31/21 I MIN.OVERLAP 6"NOTES: 1.OVERLAP JUTE NETTING 3' MINIMUM AT THE TOP AND BOTTOMOF ROLLS. OVERLAP 4" MINIMUM ALONG EDGES OF ROLLS. 2.12" MAX. SPACING OF STAPLES ALONG SLOPE CONTOUR ATTOP AND BOTTOM OF SLOPE AND AT OVERLAPPED ROLL ENDS;5' MAX SPACING DOWNSLOPE.3.EXTEND NETTING TO EDGES OF MANUFACTURED SLOPES 6" LEGEND: METAL STAPLES, 6" MIN. LENGTH JUTE NETTING, SMOLDER RESISTANT, UNIFORM, OPEN, PLAIN WEAVE, UNDYED AND UNBLEACHED SINGLE JUTE YARN, 1.2 LBS/LINEAR YARD, FURNISHED IN 48" WIDTH ROLLS. ADJACENT FINISH GRADE BACKFILL W/ SITE SOILAND COMPACT 6" X 6" TRENCH AT TOP OF SLOPE; SECURE NETTING AT BOTTOM OF TRENCH W/ ROW OF STAPLES; OVERLAP JUTE 6" MIN OVER TOP OF TRENCH AND SECURE W/ ROW OF STAPLES BACKFILL W/ SITE SOIL AND COMPACT 6" X 6" TRENCH AT BOTTOM OF SLOPE; STAPLE NETTING AT BOTTOM OF TRENCH TOP OFSLOPE BOTTOMOF SLOPE 1 2 3 4 5 1 2 3 4 5 JUTE NETTING Scale: 3/8" = 1'-0"C 1 LEGEND: GROUNDCOVER TO BE PLANTED IN FLATS, CUTTINGS, LINERS OR 1 GALLON CONTAINERS PER PLANS. SOIL PREPARATION- REFER TO PLANTING NOTES 2 NOTES: 1.REFER TO PLANTING NOTES FOR ADDITIONAL SPECIFICATIONS 1 2 XX X X SQUARE SPACING TRIANGULAR SPACING X X SQ. FT. PLANTS WILL COVER 64 PLANTS 100 PLANTS 4"7 S.F.11 S.F. 6"16 S.F.25 S.F. 8"28 S.F.44 S.F. 10"45 S.F.70 S.F. 1'0"64 S.F.100 S.F. 1'3"100 S.F.156 S.F. 1'6"144 S.F.225 S.F. 2'0"256 S.F.400 S.F. GROUNDCOVER PLANTING Scale: 1/2" = 1'-0"A Resolution 2012-3096 Page 83 o KEY CD PERMAl-.ENf ~N. ® EXI5r1f'.e €i.OPE ® r>Aa<FLL (PER '5OL5 REPtRr) o ~ROOf~ ® AElRIFORM fll..,6Nf TAtJ5 OR ~. (I PER H'IL. 2. PER ~IL. 4 PER 15--61L. II PER WJ( U)NTA1N:R) et-+~UB ON eL..ope PL.AN"I"INCS DeTAIL.. (pL.ATe 1-e) City of Moorpark Community Development Department Shrub Planting on Slope Detail Plate 1-5 SHRUB PLANTING ON SLOPE N.T.S.B 69 70 ++++C C CC C C C CCCCC C G G G S W W W W WWG G G G G GG GGWWWG GCC E E E E C G C CC C W1 LIGHTING IMPROVEMENT PLANPRINCETON AVENUE STREETCITY OF MOORPARK PUBLIC WORKS DEPARTMENT PRINCETON AVENUESR 118MINORFLINN AVE.ST.ZACHARYST.LOS AN G E L E S A V E.(HWY. 1 1 8)HWY 23 ST.HEDYLANDHIGH BONNIE VIEW MAGNOLIASIRLUCI L L E GEORGECT.FITCH CH SPRING RD.SPRINGST. ST.RD.AVE. ARLES CT.CT. ST. WA R R E N CI R . PRINC E T O N U.P.R.R. COLONIA NOGALESAVE.AVENIDA U.P.R.R. AVENUE 1SR 118COND O R VIRGINIA COLONY PARK CONDOR PRINCETON AVENUE MOORPARK AVE (HWY 23)TITLE SHEET PRINCETON AVENUE AW ++V V V V E G 544.8 W PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIF O R NI AINCOR P O RATED J U L Y 119838 1CI:##" ##' SL## 1CI:##" ##'HH## CI:#" ##' 2 1 #" #' PED# # STREET LIGHT IMPROVEMENT PLANC XXXXX * REGISTERED P R O F E S SIONA L E NGI NEER *S T ATE OF C A L IF O R NIAENGIN E E R'S N A MECI V I L 71 POLE DETAILS PRINCETON AVENUE2PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMO O R P ARKCALIFORNIAINCORPORATEDJUL Y 1 1983 8FROM ELECTRICAL SERVICEHANDHOLE COVERFUSED CONNECTIONGROUNDLINELOADNOTES1. FUSE HOLDER: HEB-120V/HEB-240V WITH FNQ FUSE, BUSSMAN MFG. DIVISION OR APPROVED EQUAL.2. APPLY 3 LAYERS OF NO. 23 ELECTRIC TAPE (3-M CO.) AND 3 LAYERS OF NO. 88 TAPE OR EQUAL (TYPICALLY 2-PLY) SEAL WITH AN APPROVED SEALINGCOMPOUND TO PROVIDE A WATERTIGHT SPLICE.3. NO.6 PULL BOX. COVER TO BE INSCRIBED "STREET LIGHTING".4. FEED CONDUIT FROM CITY SERVICE PEDESTAL (DRAWING B) OR SERVICE LINE PULL BOX. CONDUIT IS TO BE A MIN. 1" RIGID METAL GALVANIZED OR SCHEDULE40 P.V.C..5. MIN. 1" RIGID GALVANIZED OR SCHEDULE 40 P.V.C. CONDUIT (TAPE BOTH ENDS TO PREVENT DEBRIS FROM ENTERING THE CONDUIT).6. 4 ANCHOR BOLTS, HOT DIPPED GALVANIZED, 1"X36"X4".7. UTILITY COMPANIES SHALL NOT INSTALL FACILITIES WITHIN THIS AREA.8. PRE-STRESSED CONCRETE STANDARD (DRAWING A) MOUNTED ON CENTER OF FOUNDATION.9. BOLTS TO PROJECT 4.5" ABOVE FOUNDATION.10. 5" CONCRETE CAP, SLOPED AT .25" PER FOOT TO TOP OF CURB.11. P.C.C. 560-C-3250, PER SECTION 201 OF STD. SPEC. FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. FOUNDATION DIMENSIONS ARE AS FOLLOW: 30"X30"X48".12. FOUNDATION SHALL BE INSTALLED IN CONJUNCTION WITH CONDUIT (FOR UNDERGROUND SERVICE), CURBS & SIDEWALKS.13. CONCRETE TO REACH A MINIMUM COMPRESSION STRENGTH OF 2800 PSI IN 28 DAYS.1" (MIN) CONDUITTO STREET LIGHTSGROUND RODPADMOUNT BASE(NOTE 1)PEDESTALPEDESTALFRONTSIDEWALKCURBINSTALLATION DETAILSNOTE 8NOTES1. SERVICE PEDESTAL SHALL BE INSTALLED WITH A PADMOUNT BASE.2. CIRCUIT BREAKERS SHALL BE SUITABLE FOR USE ON 120/240-VOLT SERVICEAND SHALL BE APPROVED BY UNDERWRITERS LABORATORY.3. CABINET SHALL BE BONDED WITH MIN. NO. 8 COPPER BOND AND GROUND OR 7STRAND PER APPLICABLE N.E.C. CODES AND PER STANDARD SPECIFICATIONFOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION.4. CONDUIT BETWEEN CABINET AND THE EDISON COMPANY VAULT SHALL BE TWOINCH MINIMUM5. CONDUITS SHALL EXTEND INTO THE CABINET TWO INCHES ABOVE FLOOR ANDHAVE APPROVED CONDUIT BUSHINGS.6. IN LANDSCAPED PARKWAYS, THE TOP OF THE FOUNDATION SHALL BE ASSHOWN ON APPROVED STREET LIGHT PLANS. THE TOP OF THE FOUNDATION ATOTHER LOCATIONS SHALL BE LEVEL WITH THE ADJACENT SIDEWALK.7. CABINET FOR STREET LIGHT SERVICE ONLY SHALL HAVE CIRCUIT BREAKERPANEL PLACED INSIDE CABINET.8. INSTALLATIONS SHALL BE 3 INCHES FROM CURB FACE WITH THE FRONT OF THECABINET FACING AWAY FROM THE STREET IN LANDSCAPED PARKWAYS ORWHEN THE SIDEWALK ADJACENT TO CURB IS WIDER THAN 5 FT, AS INCOMMERCIAL AREAS. WHEN SIDEWALK IS INSTALLED ADJACENT TO CURB ANDIS 5 FT WIDE, THE CABINET SHALL BE INSTALLED BEHIND THE SIDEWALK WITHTHE FRONT OF THE CABINET FACING TOWARDS THE STREET.STREET LIGHT STANDARD AT CURB RETURN SHALL BE 4 FT FROM E.C.R.STREET LIGHT STANDARD LOCATION FOR AREAS WHERE NO SIDEWALK IS REQUIRED, WHERE SIDEWALK ISADJACENT TO THE R.O.W. LINE, WHERE SIDEWALK IS ADJACENT TO CURB AND WHERE SIDEWALKS AREGREATER THAN 5 FT, AS IN COMMERCIAL AREAS, FOUNDATION AND CAP TO BE POURED TO BACK OF CURB.STREET LIGHT STANDARDS IN RESIDENTIAL AREAS WHERE 5 FT SIDEWALK ISADJACENT TO CURB SHALL BE PLACED BEHIND THE SIDEWALK AND 8 FTMASTARM LENGTH ALLOWED TO MATCH THE EXISTING LAYOUT ONLY.STREET LIGHTNO.6PULL BOX4'4'ADA ACCESS24"18" MIN.LIGHT STANDARDMAST ARM SHALL BE COMPATIBLEWITH POLE TENON & CONFORM TOA.S.T.M. DESIGNATION: A120GALVANIZED EIGHT FEET MASTARMLENGTH ALLOWED WHEN LIGHTSTANDARD PLACED BEHIND FIVEFEET WIDE SIDEWALK TO MATCHEXISTING STREET LIGHT LAYOUT.2"X6" DOOR OPENING TOSTREET SIDEFOR FOUNDATION DIMENSIONSAND SPECIFICATIONS SEESTANDARD DRAWING CDRAWING ADRAWING BDRAWING C48"5"2"1".5"24" MIN48" MAX1.5"1.5"12"24"36"36"2124578910113N.T.S.N.T.S.DRAWING D30" Square22"15-9/16"MARBELITE ELECTROLIERFOUNDATION DETAIL6FLOW LINECURBELECTROLIER22" BOLT CIRCLEFOUR 1" ANCHOR BOLTS AND NUTSMEETING ASTM A-307TO LUMINAIRE2" (MIN) CONDUITTO UTILITY POWERSOURCE (NOTE 4)FRONTC XXXXX * R E GISTERED PROFESSIONAL ENGINEER *STATE OF CALIFORNIA ENGINEER'SNAMECIVIL 72 TRENCH AND FOUNDATION DETAILS PRINCETON AVENUE 3 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIF O R NI AINCOR P O RATED J U L Y 119838 VARIES VARIES VARIES VARIES VARIES AC PAVEMENT PRINCETON AVE. TYPICAL STREET SECTION C/L FIGURE 3 TRENCH 30" 18" 43" 34" 1-2" PVC SCH. 40 SL NATIVE SOIL BACKFILL FS NATIVE GROUND TYPICAL TRENCH SECTION FIGURE 2 18" 43" 34" 1-2" PVC SCH. 40 SL NATIVE SOIL BACKFILL FS NATIVE GROUND TYPICAL TRENCH SECTION FIGURE 1 2-4" PVC SCH. 40 COMM 18" 43" 18" TRENCH 18" 43" 3'6" C XXXXX * REGISTERED P R O F E S SIONA L E NGI NEER *S T ATE OF C A L IF O R NIAENGIN E E R'S N A MECI V I L 73 HANDHOLE AND PEDESTAL DETAILS PRINCETON AVENUE 4 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIF O R NI AINCOR P O RATED J U L Y 119838 HN1730 ELECTRICAL HANDHOLE · · · 12" 22" 35" 30" 12" 12" · · · · 12" 138" 1014" 1634" 12" 1438" 1934" 1512" 10 116" 2" HN1017 ELECTRICAL BOX ST R E E T L I G H T Enclosed Controls 32" Metered Commercial Pedestal Drawings “S” Style 32" Metered Commercial Pedestal (with one or two meters) PHOTO CELL WINDOWWITH SHIELD(IF APPLICABLE) 32"20" (2)PADLOCKBRACKETSEXTENDSTHROUGHDOOR SECURITYFOR MOUNTING BASE DETAIL SEALABLEPAD LOCKABLEMETER COVER 60" 52" 18" 16 1/2" 11 3/4" 14 1/4" UTILITYSECTION 7 3/4" CUSTOMERSECTION 23.5" UTILITY TERMINATION LANDING MIN. HINGEDDEADFRONT LIFT-OFFSERVICECOVER MOUNTING BASE MOUNTING BASE PEDESTAL MOUNTING HOLES 3" RECOMMENDED MIN. FOUNDATION EXTENSION ALL SIDES. 6" REC. MINIMUM DEPTH. 32" 31" 30 1/2" 29"ENCLOSURE 17" DEPTH 36" MIN. CLEARANCE REQUIRED PER N.E.C 110-1 TYPICALFRONT & BACK UTILITYSECTION C XXXXX * REGISTERED P R O F E S SIONA L E NGI NEER *S T ATE OF C A L IF O R NIAENGIN E E R'S N A MECI V I L 74 +++++++++C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G GEEW W W G C C C C C C C WWWWWCOMM-HH56 TO COMM-HH57 IN: 2 - 4" DUCT BANK 0+559+764+202+725+506+908+299+709+007+756+204+803+402+005+56∠ 90°R: 4'2+78∠: 90°R: 4'4+26∠: 90°R: 4'6+968+353+464+866+267+819+062+06STREET LIGHT IMPROVEMENT PLAN PRINCETON AVENUE STA. 1+00.00 TO STA. 10+00.00 EXISTING CURB, GUTTER AND SIDEWALK TO REMAIN EXISTING CURB, GUTTER AND SIDEWALK TO REMAIN R.O.W. N1927638.06 E6298929.89 5 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIF O R NI AINCOR P O RATED J U L Y 119838 IN: 2 - 1/C #8 600V VD:1.01% IN: 2 - 1/C #8 CU 600V IN: 2 - 1/C #8 CU 600V IN: 2 - 1/C #8 CU 600V IN: 2 - 1/C #8 CU 600V IN: 2 - 1/C #8 CU 600V IN: 2 - 1/C #8 CU 600V IN: 2 - 1/C #8 CU 600V IN: 2 - 1/C #8 CU 600V CI: HANDHOLE 2 10.5"x17"x12" HH IN: 2-1/C # 6 CU 600V (144' TO HH3) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 1 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (172' TO HH2) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 3 10.5"x17"x12" HH IN: 2-1/C # 6 CU 600V (154' TO HH4) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 IN: 2 - 1/C #8 CU 600V IN: 2 - 1/C #8 CU CU 600V HH2 TO HH3 IN: 2 - 1/C #6 CU 600V HH1 TO HH2 IN: 2 - 1/C #6 CU 600V IN: 2 - 1/C #8 CU 600V E E E E E E E E E E E E E 1CI:2" 148'HH1 1CI:2" 130'HH2 1CI:2" 140'HH3 HH3 TO HH4 IN: 2 - 1/C #6 CU 600V HH4 TO HH5 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH4 HH5 TO HH6 IN: 2 - 1/C #6 CU 600V 1CI:2" 141'HH5 1CI:2" 140'HH6 HH6 TO HH7 IN: 2 - 1/C #6 CU 600V HH33 TO HH34 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH33 HH34 TO HH35 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH34 HH35 TO HH36 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH35 HH36 TO HH37 IN: 2 - 1/C #6 CU 600V 1CI:2" 155'HH36 HH38 TO HH39 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH38 1CI:1.5" 6'33 1CI:1.5" 6'34 1CI:1.5" 6'35 1CI:1.5" 6'36 1CI:1.5" 6'37 HH37 TO HH38 IN: 2 - 1/C #6 CU 600V 1CI:2" 125'HH37 1CI:1.5" 6'38 1CI:1.5" 6'1 1CI:1.5" 6'2 1CI:1.5" 6'3 1CI:1.5" 6'4 1CI:1.5" 6'5 1CI:1.5" 6'6 CI: HANDHOLE 5 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (155' TO HH6) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 4 10.5"x17"x12" HH IN: 2-1/C # 6 CU 600V (154' TO HH5) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2- 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 6 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH7) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 34 10.5"x17"x12" HH IN: 2-1/C 6# CU 600V (154' TO HH35) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 33 10.5"x17"x12" HH IN: 2-1/C # 6CU 600V (154' TO HH34)~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 35 10.5"x17"x12" HH IN: 2-1/C # 6 CU 600V (154' TO HH36) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 37 10.5"x17"x12" HH IN: 2-1/C # 6CU 600V (139' TO HH38) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 36 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (169' TO HH37) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 38 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH39) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: STREET LIGHT 34 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH34) ~ZUGC 125 CI: STREET LIGHT 33 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH33) ~ZUGC 125 CI: STREET LIGHT 35 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH35) ~ZUGC 125 CI: STREET LIGHT 37 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH37) ~ZUGC 125 CI: STREET LIGHT 36 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH36) ~ZUGC 125 CI: STREET LIGHT 38 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH38) ~ZUGC 125 CI: STREET LIGHT 2 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH2) ~ZUGC 125 CI: STREET LIGHT 1 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH1) ~ZUGC 125 CI: STREET LIGHT 3 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH3) ~ZUGC 125 CI: STREET LIGHT 5 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH5) ~ZUGC 125 CI: STREET LIGHT 4 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH4) ~ZUGC 125 CI: STREET LIGHT 6 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH6) ~ZUGC 125 TRENCH 30" FROM CURB JOINT TRENCH UNDER SIDEWALK E E E E E E E E E E E TRENCH UNDER SIDEWALK E E E E E E E E E E E E E ECOMM COMM COMM E E E E COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM CI: COMM-HANDHOLE 56 17"X30"X12" 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0030 1 - REINFORCED CONCRETE NON-TRAFFIC EXTENSION ~24-0480 1 - FIBERLYTE LID ~24-1177 2 - 3/8"X2-1/4" PANTAHEAD BOLT E E E E E E COMM COMM COMM COMM COMM E E E E COMM COMM COMM E COMM COMM ECOMM E E E E E E CI:2 4" 1765'56 33 34 35 36 37 38 56 33 34 35 36 37 38 1 2 3 4 5 6 1 2 3 4 5 6 C XXXXX * REGISTERED P R O F E S SIONA L E NGI NEER *S T ATE OF C A L IF O R NIAENGIN E E R'S N A MECI V I L 75 + + + + + +++EG G G G G G G G G C C C C C C C C C C C C C C C C C E E E E E E E E E E E E C C C C C C C C C C C 16+76INT POINT A16+96INT POINT A10+4012+5612+5011+1011+1613+9015+3016+7018+1119+4513+2014+611+60017+4018+8010+4611+8613+2614+671+606∠: 90°R: 4'17+3418+8619+3918+0516+7615+3613+96STREET LIGHT IMPROVEMENT PLAN PRINCETON AVENUE STA. 10+00.00 TO STA. 20+00.00 PROPOSED R.O.W.EXISTING CALTRANSDRIVEWAY6 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIF O R NI AINCOR P O RATED J U L Y 119838 HH12 TO HH13 IN: 2 - 1/C #6 CU 600V 1CI:2" 134'HH12 HH13 TO HH14 IN: 2 - 1/C #6 CU 600V 1CI:2" 133'HH13 HH45 TO HH46 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH45 HH44 TO HH45 IN: 2 - 1/C #6 CU 600V HH39 TO HH40 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH39 HH40 TO HH41 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH40 HH41 TO HH42 IN: 2 - 1/C #6 CU 600V 1CI:2" 141'HH41 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'12 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'13 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'39 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'40 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'41 IN: 2 - 1/C #8 CU 600V IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'45 CI: HANDHOLE 8 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH9) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 7 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH8) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 9 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH10) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 11 10.5"x17"x12" IN: 2-1/C #6 CU 600V W/PILC (143' TO HH12) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 10 10.5"x17"x12" IN: 2-1/C #6 CU 600V (154' TO HH11) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 12 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (148' TO HH13) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 40 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH41) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 39 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH40) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 41 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (155' TO HH42) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 43 10.5"x17"x12" IN: 2-1/C #6 CU 600V W/PILC (142' TO HH44)~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 42 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (153' TO HH43) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 44 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (162' TO HH45) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: STREET LIGHT 39 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH39) ~ZUGC 125 CI: HANDHOLE 45 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH46) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: STREET LIGHT 40 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH40) ~ZUGC 125 CI: STREET LIGHT 42 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH42) ~ZUGC 125 CI: STREET LIGHT 41 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH41) ~ZUGC 125 CI: STREET LIGHT 43 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH43) ~ZUGC 125 CI: STREET LIGHT 7 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH7) ~ZUGC 125 CI: STREET LIGHT 8 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH8) ~ZUGC 125 CI: STREET LIGHT 10 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH10) ~ZUGC 125 CI: STREET LIGHT 9 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH9) ~ZUGC 125 CI: STREET LIGHT 11 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH11) ~ZUGC 125 CI: HANDHOLE 13 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (147' TO HH14) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: STREET LIGHT 12 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH12) ~ZUGC 125 CI: STREET LIGHT 13 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH13) ~ZUGC 125 CI: STREET LIGHT 45 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH45) ~ZUGC 125 CI: STREET LIGHT 44 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH44) ~ZUGC 125 CI: PEDESTAL 2 IN: 1 - PED UG CONTROLLER FOR ST LT ~ZUSP 001 1 - PED UG SRVC TRAFFIC & SAFETY LTS W/BAR ~ ZUSP 002 1 - BAR 200/5 2.5A 120/240 1P 3W 3CKT TOT ~ZMTR 007 2 - 1/C #4 CU 600V CBL SL IN RGD DUCT (20' TO HH44) ~ZUGC 236 CI: PEDESTAL 1 IN: 1 - PED UG CONTROLLER FOR ST LT ~ZUSP 001 1 - PED UG SRVC TRAFFIC & SAFETY LTS W/BAR ~ ZUSP 002 1 - BAR 200/5 2.5A 120/240 1P 3W 3CKT TOT ~ZMTR 007 2 - 1/C #4 CU 600V CBL SL IN RGD DUCT (20' TO HH11) ~ZUGC 236 TRENCH UNDER SIDEWALK JOINT TRENCH UNDER SIDEWALK PED1 TO HH11 IN: 2 - 1/C #8 CU 600V HH7 TO HH8 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH7 HH8 TO HH9 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH8 HH9 TO HH10 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH9 HH10 TO HH11 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH10 1CI:2" 129'HH11 1CI:2" 152'HH44 HH42 TO HH43 IN: 2 - 1/C #6 CU 600V 1CI:2" 139'HH42 1CI:2" 128'HH43 1CI:1.5" 6'7 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'8 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'9 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'10 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'11 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'42 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'43 1CI:1.5" 6'44 HH11 TO HH12 IN: 2 - 1/C #6 CU 600V SCE S C E S C E SCE SCE SCE SCE SCE SCE SCE SCE S C E S C E SCESCESCESCEPED2 TO HH44 11+80HH43 TO HH44 IN: 2 - 1/C #6 CU 600V E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E COMM-HH57 TO COMM-HH58 IN: 2 - 4" DUCT BANK18+20CI: COMM-HANDHOLE 57 17"X30"X12" 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0030 1 - REINFORCED CONCRETE NON-TRAFFIC EXTENSION ~24-0480 1 - FIBERLYTE LID ~24-1177 2 - 3/8"X2-1/4" PANTAHEAD BOLT E E E E E E E E E E E E E E E COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E E E E E E E E E E E E E E E 1 2" 20' PED2 1 2" 20' PED1 EXISTING VAULT V5964 TO PEDESTAL CI:2 4" 410'57 39 40 41 42 43 44 39 57 45 40 41 42 2 45 44 43 12 13 111 10 9 8 7 1310 11 129 7 8 E COMM COMM COMM COMM E E E E COMM COMM COMM COMM COMM COMM COMM E E E E E E E C XXXXX * REGISTERED P R O F E S SIONA L E NGI NEER *S T ATE OF C A L IF O R NIAENGIN E E R'S N A MECI V I L 76 ++++++++++C C C C C G G G SSSS S S SSGGGGE E E EG G G G G G G G G CC E E E E E E E E E E E E E E E E E E E C C C C C C C C C C C C G G G G G G G G G C C C C C C C C C C C C C C C C C C C C CC C WWWIN: 2 - 1/C #8 CU 600V JOINT TRENCH UNDER SIDEWALK 24+4024+3420+2021+5323+0025+8027+1428+6020+7823+7025+1027+9029+4226+3920+2621+4723+0625+8627+0828+6629+36∠: 90°R: 4'27+84∠: 90°R: 4'26+33∠: 90°R: 4'25+1623+7622+3620+72IN: 2 - 1/C #8 CU 600V STREET LIGHT IMPROVEMENT PLAN PRINCETON AVENUE STA. 20+00.00 TO STA. 30+00.00 R.O.W. 7 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIF O R NI AINCOR P O RATED J U L Y 119838 IN: 2 - 1/C #8 CU 600V E E E E E E E E E E E E E E E E E HH14 TO HH15 IN: 2 - 1/C #6 CU 600V 1CI:2" 164'HH14 HH15 TO HH16 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH15 HH16 TO HH17 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH16 HH17 TO HH18 IN: 2 - 1/C #6 CU 600V 1CI:2" 117'HH17 HH18 TO HH19 IN: 2 - 1/C #6 CU 600V 1CI:2" 151'HH18 HH19 TO HH20 IN: 2 - 1/C #6 CU 600V 1CI:2" 152'HH19 HH20 TO HH21 IN: 2 - 1/C #6 CU 600V 1CI:2" 78'HH20 HH46 TO HH47 IN: 2 - 1/C #6 CU 600V 1CI:2" 121'HH46 HH47 TO HH48 IN: 2 - 1/C #6 CU 600V 1CI:2" 159'HH47 HH48 TO HH49 IN: 2 - 1/C #6 CU 600V 1CI:2" 128'HH48 HH49 TO HH50 IN: 2 - 1/C #6 CU 600V 1CI:2" 152'HH49 HH50 TO HH51 IN: 2 - 1/C #6 CU 600V 1CI:2" 122'HH50 HH51 TO HH52 IN: 2 - 1/C #6 CU 600V 1CI:2" 158'HH51 HH52 TO HH53 IN: 2 - 1/C #6 CU 600V 1CI:2" 560'HH52 1CI:1.5" 6'46 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'47 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'48 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'49 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'50 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'51 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'52 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'14 1CI:1.5" 6'15 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'16 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'17 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'18 1CI:1.5" 6'19 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'20 CI: HANDHOLE 15 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH16) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 14 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (178' TO HH15) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 16 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH17) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 18 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (165' TO HH19) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 17 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (131' TO HH18) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 19 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (166' TO HH20) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 47 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (173' TO HH48) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 46 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (135' TO HH47) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 48 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (142' TO HH49) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 50 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (136' TO HH51) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 49 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (166' TO HH50) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 51 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (172' TO HH52) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: STREET LIGHT 46 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH46) ~ZUGC 125 CI: HANDHOLE 52 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (574' TO HH53) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: STREET LIGHT 47 IN:1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH47) ~ZUGC 125 CI: STREET LIGHT 49 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH49) ~ZUGC 125 CI: STREET LIGHT 48 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH48) ~ZUGC 125 CI: STREET LIGHT 50 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH50) ~ZUGC 125 CI: STREET LIGHT 14 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH14) ~ZUGC 125 CI: HANDHOLE 20 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (92' TO HH21) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: STREET LIGHT 15 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH15) ~ZUGC 125 CI: STREET LIGHT 17 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH17) ~ZUGC 125 CI: STREET LIGHT 16 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH16) ~ZUGC 125 CI: STREET LIGHT 18 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH18) ~ZUGC 125 CI: STREET LIGHT 52 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH52) ~ZUGC 125 CI: STREET LIGHT 51 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH51) ~ZUGC 125 CI: STREET LIGHT 20 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH20) ~ZUGC 125 CI: STREET LIGHT 19 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH19) ~ZUGC 125 TRENCH UNDER SIDEWALK 22+30E E E E E E E E E E E E E E E E E E E E E E E E E E TRENCH 30" FROM CURB E E E E E E COMM-HH58 TO COMM-HH59 IN: 2 - 4" DUCT BANK 22+30CI: COMM-HANDHOLE 58 17"X30"X12" 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0030 1 - REINFORCED CONCRETE NON-TRAFFIC EXTENSION ~24-0480 1 - FIBERLYTE LID ~24-1177 2 - 3/8"X2-1/4" PANTAHEAD BOLT E E E E E COMM COMM COMM COMM COMM E E E E E E E COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E E E E COMM COMM COMM COMM COMM COMM COMMEE E COMM COMM COMM E E E CI:2 4" 1458'58 46 47 48 49 50 51 52 58 46 47 48 49 50 51 52 16 17 18 19 20 20 14 1519 18 1714 15 16 E E E E E COMM COMM COMM COM M E E E E E E E COM M COMM COMM COMM COMM COMM C XXXXX * REGISTERED P R O F E S SIONA L E NGI NEER *S T ATE OF C A L IF O R NIAENGIN E E R'S N A MECI V I L 77 ++++++++++++ C C C C C C C C C C C C C C C C C C C C C CCC C C C CCC CC C C C CCC C C EG G GGGGG G G G G GGS S S S S SSW W W WWWWWW G G G G G G G +GGGWWWWWWW IN: 2 - 1/C #8 CU 600V37+0030+0830+7931+7332+7033+5034+9036+3038+0234+2034+2635+6636+9430+14∠: 90°R: 4'30+85∠: 90°R: 4'31+79∠: 90°R: 4'32+76∠: 90°R: 4'33+56∠: 90°R: 4'34+96∠: 90°R: 4'36+36∠: 90°R: 4'38+7039+4238+08∠: 90°R: 4'38+76∠: 90°R: 4'39+48∠: 90°R: 4'40+1240+06∠: 90°R: 4'40+8240+76∠: 90°R: 4'STREET LIGHT IMPROVEMENT PLAN PRINCETON AVENUE STA. 30+00.00 TO END R.O.W. R.O.W. N1928185.19 E6302172.21 EXISTING R.O.W.577.04 FS 579.62 FS 8 PUBLIC WORKS DEPARTMENT CITY OF MOORPARK ENGINEERING DIVISIONMOORPARKCALIF O R NI AINCOR P O RATED J U L Y 119838 1 2"HH55 IN: 2 - 1/C #8 CU 600V IN: 2 - 1/C #8 CU 600V E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE EEE E EHH21 TO HH22 IN: 2 - 1/C #6 CU 600V 1CI:2" 71'HH21 HH22 TO HH23 IN: 2 - 1/C #6 CU 600V HH23 TO HH24 IN: 2 - 1/C #6 CU 600V 1CI:2" 97'HH23 HH24 TO HH25 IN: 2 - 1/C #6 CU 600V HH25 TO HH26 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH25 HH26 TO HH27 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH26 HH27 TO HH28 IN: 2 - 1/C #6 CU 600V 1CI:2" 172'HH27 HH28 TO HH29 IN: 2 - 1/C #6 CU 600V 1CI:2" 68'HH28 HH30 TO HH31 IN: 2 - 1/C #6 CU 600V 1CI:2" 58'HH30 HH31 TO HH32 IN: 2 - 1/C #6 CU 600V HH29 TO HH30 IN: 2 - 1/C #6 CU 600V 1CI:2" 72'HH29 1CI:2"HH32 HH53 TO HH54 IN: 2 - 1/C #6 CU 600V 1CI:2" 140'HH53 HH54 TO HH55 IN: 2 - 1/C #6 CU 600V 1CI:2" 128'HH54 IN: 2 - 1/C #6 CU 600V IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'21 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'22 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'23 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'24 1CI:1.5" 6'25 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'26 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'27 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'28 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'29 1CI:1.5" 6'30 IN: 2 - 1/C #8 CU 600V1CI:1.5" 6'31 VD:1.70% IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'53 IN: 2 - 1/C #8 CU 600V 1CI:1.5" 6'54 IN: 2 - 1/C #8 CU 600V VD: 1.21% 1CI:1.5" 6'55 CI: HANDHOLE 22 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (108' TO HH23) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 21 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (85' TO HH22) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 23 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (111' TO HH24) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 25 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH26) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 IN: HH24 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (94' TO HH25) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 26 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH27) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 28 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (82' TO HH29) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 27 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (186' TO HH28) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 29 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (86' TO HH30) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 31 10.5"x17"x12" HH IN: 2-1/C #6 CU6 00V (84' TO HH32) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 30 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (72' TO HH31) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 32 10.5"x17"x12" HH IN: 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: STREET LIGHT 22 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH22) ~ZUGC 125 CI: STREET LIGHT 21 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH21) ~ZUGC 125 CI: STREET LIGHT 23 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH23) ~ZUGC 125 CI: STREET LIGHT 24 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH24) ~ZUGC 125 CI: STREET LIGHT 26 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH26) ~ZUGC 125 CI: STREET LIGHT 25 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH25) ~ZUGC 125 CI: STREET LIGHT 27 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH27) ~ZUGC 125 CI: STREET LIGHT 28 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH28) ~ZUGC 125 CI: HANDHOLE 54 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (142' TO HH55) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 ICI: HANDHOLE 53 10.5"x17"x12" HH IN: 2-1/C #6 CU 600V (154' TO HH54) ~ZUGC 235 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: HANDHOLE 55 10.5"x17"x12" HH IN: 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0020 1 - REINFORCED CONCRETE EXTENSION ~ 24-0470 1 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L01 2 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 IN: STREET LIGHT 54 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH54) ~ZUGC 125 IN: SREET LIGHT 53 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH53) ~ZUGC 125 IN: STREET LIGHT 55 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH55) ~ZUGC 125 CI: STREET LIGHT 29 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH29) ~ZUGC 125 CI: STREET LIGHT 30 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH30) ~ZUGC 125 CI: STREET LIGHT 31 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH31) ~ZUGC 125 CI: STREET LIGHT 32 IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER) 1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP10210239 2 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH32) ~ZUGC 125 1CI:2" 94'HH22 TRENCH 30" FROM CURB JOINT TRENCH UNDER SIDEWALK 1CI:2" 80'HH24 35+60E E E E E E 36+88COMM-HH59 IN: 2 - 4" DUCT BANK CI: COMM-HANDHOLE 59 17"X30"X12" 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-0030 1 - REINFORCED CONCRETE NON-TRAFFIC EXTENSION ~24-0480 1 - FIBERLYTE LID ~24-1177 2 - 3/8"X2-1/4" PANTAHEAD BOLT E E E E E E E E E E E E E E E COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM 1CI:1.5" 6'32 CI:2 4" 59 53 54 55 54 53 59 55 29 30 32 31 21 22 23 24 28 27 26 25 29 30 31 32 24 23 22 21 25 26 27 28 E E E COMM COMM COMM COMM COMM COMM E E E E E 1CI:2" 70'HH31 E E E E C XXXXX * REGISTERED P R O F E S SIONA L E NGI NEER *S T ATE OF C A L IF O R NIAENGIN E E R'S N A MECI V I L 78